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Plans -' Project: C:1Userslafirth1Documents1Durham Shortened Roof Beam.cbm Engineer: Alex Firth Feb 13, 2012 2:40 PM Company: CH2M HILL AnalysisGroup 3.5 Continuous Beam Analysis Input Validated OK: No apparent problems. Input Information Default Material Youngs Modulus = 244800 Ksf Poissons Ratio = 0.36200 Span Information Span Length Inertia ft ft'4 1 9.3333 0.3750 2 4 .1667 0.3750 Support Information Support Type Translation Rotation // K/ft K-ft/deg (( P 1 Pinned 2 Pinned 4' k1a_ 3 Free City of Tigard A. *roved Plans ( Load Cases By ,!_�� Date 12"Z 1,(- 1. Dead Loads, includes self-weight 13c)P76 �2" � 2. Roof Live Span 1 3. Roof Live Span 2 4. Wind Span 5. Wind Span 2 OFFICE COPY 2 Load Combinations 6. Dead + Live Span 1, included in envelope 1. 000 Dead Loads + 1. 000 Roof Live Span 1 7. Dead + Live Span 2, included in envelope 1. 000 Dead Loads + 1. 000 Roof Live Span 2 8. Dead + Full Live, included in envelope 1. 000 Dead Loads + 1. 000 Roof Live Span 1 + 1.000 Roof Live Span 2 9. 0.6 D + Wind, included in envelope 0. 600 Dead Loads + 1.000 Wind Span 1 + 1. 000 Wind Span 2 Line Loading Information Load Case Start End Offset 1 Offset 2 WI W2 Span Span ft ft K/ft K/ft Dead Loads 1 2 Full Length Load -0.0880 -0.0880 Roof Live Span 1 1 1 0.0000 9.3333 -0.2000 -0.2000 Roof Live Span 2 2 2 9.3333 13. 5000 -0.2000 -0.2000 Wind Span 1 1 1 0.0000 9.3333 0.1768 0.1768 Wind Span 2 2 2 9.3333 13 .5000 0.3600 0.3600 ,vy Maximum M 0.000 K-ft (on span 2 at 4.17) Minimum M -1.736 K-ft (on span 2 at 0.00) Maximum V 0.833 K (on span 2 at 0.00) Minimum V -0.186 K (on span 1 at 0.00) Support Reactions Support Force Moment 1 -0.19 0.00 2 1.02 0.00 3 0.00 0.00 Results for Load Case: Wind Span 1 Statics Check: Force-X Force-Y Moment-Z K K K-ft Applied Load 0 .0000 1.6501 7.7006 Reaction 0 .0000 -1.6501 -7.7006 Unbalanced 0.0000 0.0000 -0.0000 Extreme Values Maximum d 0.000 ft (on span 1 at 4.44) Minimum d -0.000 ft (on span 2 at 4.17) Maximum M 0.000 K-ft (on span 1 at 9.33) Minimum M -1.920 K-ft (on span 1 at 4.44) Maximum V 0.825 K (on span 1 at 9.33) Minimum V -0.825 K (on span 1 at 0.00) Support Reactions Support Force Moment 1 -0.83 0.00 2 -0.83 0.00 3 0.00 0.00 Results for Load Case: Wind Span 2 Statics Check: Force-X Force-Y Moment-Z K K K-ft Applied Load 0.0000 1.5000 17.1249 Reaction 0.0000 -1.5000 -17.1249 Unbalanced 0.0000 -0.0000 -0.0000 Extreme Values Maximum d 0.001 ft (on span 2 at 4.17) Minimum d -0.000 ft (on span 1 at 5.33) Maximum M 3 .125 K-ft (on span 2 at 0.00) Minimum M -0.000 K-ft (on span 2 at 4 .17) Maximum V 0.335 K (on span 1 at 0.00) Minimum V -1.500 K (on span 2 at 0.00) Support Reactions Support Force Moment 1 0.33 0.00 2 -1.83 0.00 3 0.00 0.00 Results for Load Case: Dead + Live Span 1 Weight-X Weight-Y Weight-Z K K K U./ Unbalanced 0.0000 0.0000 0.0000 Extreme Values Maximum d 0.000 ft (on span 2 at 0.99) Minimum d -0.000 ft (on span 1 at 4 .00) Maximum M 2.317 K-ft (on span 1 at 3 .56) Minimum M -2.888 K-ft (on span 1 at 9.33) Maximum V 1.386 K (on span 2 at 0.00) Minimum V -1.862 K (on span 1 at 9.33) Support Reactions Support Force Moment 1 1.24 0.00 2 3 .25 0.00 3 0.00 0.00 Results for Load Case: 0.6 D + Wind Weight-X Weight-Y Weight-Z K K K 0.0000 -0.3622 0.0000 Statics Check: Force-X Force-Y Moment-Z K K K-ft Applied Load 0.0000 2.0752 3 .5622 Reaction 0.0000 -2.0752 -3 .5622 Unbalanced 0.0000 -0.0000 0.0000 Extreme Values Maximum d 0.000 ft (on span 2 at 4 .17) Minimum d -0.000 ft (on span 1 at 6.67) Maximum M 2.434 K-ft (on span 1 at 9.33) Minimum M -0.189 K-ft (on span 1 at 1.78) Maximum V 0.714 K (on span 1 at 9.33) Minimum V -1.168 K (on span 2 at 0.00) Support Reactions Support Force Moment 1 -0.19 0.00 2 -1.88 0.00 3 0.00 0.00 Results for: Envelope Extreme Minimums Minimum Extreme Values Minimum d -0.000 ft (on span 2 at 4 .17) Minimum M -2.888 K-ft (on span 1 at 9.33) Minimum V -1.862 K (on span 1 at 9.33) Minimum Support Reactions Support Force Moment 1 -0.19 0.00 2 -1.88 0.00 3 0.00 0.00 Results for: Envelope Extreme Maximums Maximum Extreme Values Maximum d 0.000 ft (on span 2 at 4 .17) :2,J Project: C:1Userslafirth\Documents1Durham New Cross Member.cbm Engineer: Alex Firth Feb 13, 2012 2:54 PM Company: CH2M HILL AnalysisGroup 3.5 Continuous Beam Analysis Input Validated OK: No apparent problems. Input Information Default Material Youngs Modulus = 244800 Ksf Poissons Ratio = 0.36200 Span Information Span Length Inertia ft ft"4 1 15.8438 0.3750 Support Information Support Type Translation Rotation K/ft K-ft/deg 1 Pinned 2 Pinned Load Cases 1. Dead Loads, includes self-weight 2. Roof Live Load 3. Wind Load Load Combinations 4. Dead + Roof Live, included in envelope 1.000 Dead Loads + 1. 000 Roof Live Load 5. 0.6 Dead + Wind, included in envelope 0. 600 Dead Loads + 1. 000 Wind Load Point Loading Information Load Case Span Location Force Moment ft K K-ft Dead Loads 1 8.0000 -0.5000 Roof Live Load 1 8.0000 -0. 9300 Wind Load 1 8.0000 0.5000 Results for Load Case: Dead Loads Weight-X Weight-Y Weight-Z K K K 0.0000 -0.7084 0.0000 Statics Check: Force-X Force-Y Moment-Z K K K-ft Applied Load 0.0000 -1.2084 -0.0391 Reaction 0.0000 1.2084 0.0390 Unbalanced 0.0000 -0.0000 -0.0000 ( / Weight-X Weight-Y Weight-Z K K K 0.0000 -0.7084 0. 0000 Statics Check: Force-X Force-Y Moment-Z K K K-ft Applied Load 0.0000 -2.1384 -0.1117 Reaction 0.0000 2.1384 0.1117 Unbalanced 0.0000 0.0000 -0.0000 Extreme Values Maximum d -0.000 ft (on span 1 at 0.00) Minimum d -0.002 ft (on span 1 at 8.30) Maximum M 6.847 K-ft (on span 1 at 8 .30) Minimum M -0.000 K-ft (on span 1 at 15.84) Maximum V 1.062 K (on span 1 at 0.00) Minimum V -1.076 K (on span 1 at 15.84) Support Reactions Support Force Moment 1 1.06 0.00 2 1.08 0.00 Results for Load Case: 0.6 Dead + Wind Weight-X Weight-Y Weight-Z K K K 0.0000 -0.4250 0.0000 Statics Check: Force-X Force-Y Moment-Z K K K-ft Applied Load 0.0000 -0.2250 0.0156 Reaction 0.0000 0.2250 -0.0156 Unbalanced 0.0000 -0.0000 -0.0000 Extreme Values Maximum d -0.000 ft (on span 1 at 15.84) Minimum d -0.000 ft (on span 1 at 7.54) Maximum M 0.239 K-ft (on span 1 at 4.53) Minimum M -0.000 K-ft (on span 1 at 15.84) Maximum V 0.114 K (on span 1 at 0.00) Minimum V -0.112 K (on span 1 at 15.84) Support Reactions Support Force Moment 1 0.11 0.00 2 0.11 0.00 Results for: Envelope Extreme Minimums Minimum Extreme Values Minimum d -0.002 ft (on span 1 at 8.30) Minimum M -0.000 K-ft (on span 1 at 15.84) Minimum V -1.076 K (on span 1 at 15.84) Minimum Support Reactions Support Force Moment 1 0.11 0.00 2 0.11 0.00 410 CI-12MHILL. Job No. 11100' Sheet No. tit- Job Name C'U33-altr horn r Date RAO 211 2 Subject (r)25\tt.'Rx. Qc OiiV Ott&-Dr\ Computed By Checked By I uJ uJ LLB z_ a-, = AGtc , C) + &A t -r = 146.64 Itt- L = 121.9-3p-51-)4 303�r U-L= 8 C3.5 t 200'19,1 UV: 22.t t Cc l= 2(0 5.2- Ult.: 6 L?Z-t,p,4."\• - t�� z 11;i4-Z C _ (..3cta lb e_locstnkirok.kci Lads e. tto'd crwil end �"D�= (pcx> Pi-L. 4140 lb PiA3 = Zito Ib f Project: C:1Users1afirth\Documents\Durham Existing Glulam.cbm i r/ Engineer: Alex Firth Feb 13, 2012 3:16 PM Company: CH2M HILL AnalysisGroup 3.5 Continuous Beam Analysis Input Validated OK: No apparent problems. Input Information Default Material Youngs Modulus = 244800 Ksf Poissons Ratio = 0.36200 Span Information Span Length Inertia ft ft"4 1 25.3333 0.3750 2 4 . 1667 0.3750 Support Information Support Type Translation Rotation K/ft K-ft/deg 1 Pinned 2 Pinned 3 Free Load Cases 1. Dead Loads, includes self-weight 2. Roof Live Span 1 3. Roof Live Span 2 4. Wind Span 1 5. Wind Span 2, included in envelope Load Combinations 6. Dead + Live Span 1, included in envelope 1.000 Roof Live Span 1 + 1. 000 Dead Loads 7. Dead + Live Span 2, included in envelope 1. 000 Roof Live Span 2 + 1. 000 Dead Loads 8. Dead + Full Live, included in envelope 1. 000 Roof Live Span 2 + 1. 000 Roof Live Span 1 + 1. 000 Dead Loads 9. 0.6 D + Wind, included in envelope 1. 000 Wind Span 2 + 1. 000 Wind Span 1 + 0. 600 Dead Loads Line Loading Information Load Case Start End Offset 1 Offset 2 Wi W2 Span Span ft ft K/ft K/ft Dead Loads 1 1 16.0000 25.3333 -0.0880 -0.0880 Dead Loads 2 2 25.3333 29.5000 -0.0880 -0.0880 Dead Loads 1 1 0.0000 16.0000 -0.1466 -0.1466 Roof Live Span 1 1 1 0.0000 16.0000 -0.3000 -0.3000 Roof Live Span 1 1 1 16.0000 25.3333 -0.2000 -0.2000 Roof Live Span 2 2 2 25.3333 29.5000 -0.2000 -0.2000 Wind Span 1 1 1 0.0000 16.0000 0.2652 0.2652 Wind Span 1 1 1 16.0000 25.3333 0.1768 0.1768 too( Wind Span 2 2 2 25.3333 29.5000 0.3600 0.3600 Point Loading Information Load Case Span Location Force Moment ft K K-ft Dead Loads 1 16.0000 -0.6000 Roof Live Span 1 1 8.0000 -1.0000 Roof Live Span 1 1 16.0000 -0.4600 Wind Span 1 1 16.0000 0.2500 Results for Load Case: Dead Loads Weight-X Weight-Y Weight-Z K K K 0.0000 -1.3190 0.0000 Statics Check: Force-X Force-Y Moment-Z K K K-ft Applied Load 0.0000 -5.4532 5.5831 Reaction 0.0000 5.4532 -5.5831 Unbalanced 0 .0000 -0.0000 -0.0000 Extreme Values Maximum d 0.006 ft (on span 2 at 4.17) Minimum d -0.012 ft (on span 1 at 12.06) Maximum M 16.304 K-ft (on span 1 at 13.27) Minimum M -1. 152 K-ft (on span 2 at 0.00) Maximum V 2.499 K (on span 1 at 0.00) Minimum V -2 .402 K (on span 1 at 25.33) Support Reactions Support Force Moment 1 2 .50 0.00 2 2.95 0.00 3 0.00 0.00 Results for Load Case: Roof Live Span 1 Statics Check: Force-X Force-Y Moment-Z K K K-ft Applied Load 0 .0000 -8.1267 -92.3376 Reaction 0.0000 8.1267 92.3376 Unbalanced 0.0000 -0.0000 -0.0000 Extreme Values Maximum d 0.010 ft (on span 2 at 4 .17) Minimum d -0.020 ft (on span 1 at 12.06) Maximum M 28.167 K-ft (on span 1 at 12.06) Minimum M 0.000 K-ft (on span 1 at 0.00) Maximum V 4 .482 K (on span 1 at 0.00) Minimum V -3 .645 K (on span 1 at 25.33) Support Reactions Support Force Moment 1 4.48 0.00 2 3.64 0.00 3 0.00 0.00 t I Results for Load Case: Roof Live Span 2 Statics Check: Force-X Force-Y Moment-Z K K K-ft Applied Load 0.0000 -0.8333 -22.8472 Reaction 0.0000 0.8333 22.8472 Unbalanced 0.0000 0.0000 0.0000 Extreme Values Maximum d 0.001 ft (on span 1 at 14 .48) Minimum d -0.001 ft (on span 2 at 4.17) Maximum M 0.000 K-ft (on span 1 at 0.00) Minimum M -1.736 K-ft (on span 2 at 0.00) Maximum V 0.833 K (on span 2 at 0. 00) Minimum V -0.069 K (on span 1 at 0.00) Support Reactions Support Force Moment 1 -0.07 0.00 2 0.90 0.00 3 0.00 0.00 Results for Load Case: Wind Span 1 Statics Check: Force-X Force-Y Moment-Z K K K-ft Applied Load 0.0000 6.1433 72.0482 Reaction 0.0000 -6.1433 -72.0482 Unbalanced 0.0000 0.0000 0.0000 Extreme Values Maximum d 0.015 ft (on span 1 at 12.06) Minimum d -0.008 ft (on span 2 at 4 .17) Maximum M -0.000 K-ft (on span 1 at 0.00) Minimum M -20.499 K-ft (on span 1 at 12.06) Maximum V 2.844 K (on span 1 at 25.33) Minimum V -3 .299 K (on span 1 at 0.00) Support Reactions Support Force Moment 1 -3.30 0.00 2 -2.84 0.00 3 0.00 0.00 Results for Load Case: Wind Span 2 Statics Check: Force-X Force-Y Moment-Z K K K-ft Applied Load 0.0000 1.5000 41.1249 Reaction 0.0000 -1.5000 -41.1249 Unbalanced 0.0000 -0. 0000 -0 .0000 Extreme Values Maximum d 0.001 ft (on span 2 at 4.17) Minimum d -0.001 ft (on span 1 at 14 .48) Maximum M 3.125 K-ft (on span 2 at 0.00) Minimum M 0.000 K-ft (on span 1 at 0.00) Maximum V 0.123 K (on span 1 at 0.00) 'tf Minimum V -1.500 K (on span 2 at 0.00) Support Reactions Support Force Moment 1 0.12 0.00 2 -1.62 0.00 3 0.00 0.00 Results for Load Case: Dead + Live Span 1 Weight-X Weight-Y Weight-Z K K K 0.0000 -1.3190 0.0000 Statics Check: Force-X Force-Y Moment-Z K K K-ft Applied Load 0.0000 -13 .5799 33.1136 Reaction 0.0000 13 .5799 -33.1136 Unbalanced 0.0000 -0.0000 -0.0000 Extreme Values Maximum d 0.016 ft (on span 2 at 4 .17) Minimum d -0.032 ft (on span 1 at 12.06) Maximum M 44 .381 K-ft (on span 1 at 12.06) Minimum M -1.152 K-ft (on span 1 at 25.33) Maximum V 6.980 K (on span 1 at 0.00) Minimum V -6.047 K (on span 1 at 25.33) Support Reactions Support Force Moment 1 6.98 0.00 2 6.60 0.00 3 0.00 0.00 Results for Load Case: Dead + Live Span 2 Weight-X Weight-Y Weight-Z K K K 0.0000 -1.3190 0.0000 Statics Check: Force-X Force-Y Moment-Z K K K-ft Applied Load 0.0000 -6.2866 -4.9724 Reaction 0.0000 6.2866 4.9724 Unbalanced 0.0000 -0.0000 -0.0000 Extreme Values Maximum d 0.005 ft (on span 2 at 4 .17) Minimum d -0.011 ft (on span 1 at 12.06) Maximum M 15.395 K-ft (on span 1 at 13.27) Minimum M -2 .888 K-ft (on span 2 at 0.00) Maximum V 2.430 K (on span 1 at 0.00) Minimum V -2.470 K (on span 1 at 25.33) Support Reactions Support Force Moment 1 2.43 0.00 2 3.86 0.00 3 0.00 0.00 Results for Load Case: Dead + Full Live Weight-X Weight-Y Weight-Z K K K 0.0000 -1.3190 0.0000 Statics Check: Force-X Force-Y Moment-Z K K K-ft Applied Load 0.0000 -14.4132 22.5580 Reaction 0.0000 14.4132 -22.5580 Unbalanced 0.0000 -0. 0000 -0.0000 Extreme Values Maximum d 0.015 ft (on span 2 at 4 .17) Minimum d -0.031 ft (on span 1 at 12 .06) Maximum M 43 .554 K-ft (on span 1 at 12.06) Minimum M -2.888 K-ft (on span 1 at 25.33) Maximum V 6.912 K (on span 1 at 0.00) Minimum V -6.115 K (on span 1 at 25.33) Support Reactions Support Force Moment 1 6. 91 0.00 2 7.50 0.00 3 0.00 0.00 Results for Load Case: 0.6 D + Wind Weight-X Weight-Y Weight-Z K K K • 0.0000 -0.7914 0.0000 Statics Check: Force-X Force-Y Moment-Z K K K-ft Applied Load 0.0000 4.3714 3 .7841 Reaction 0.0000 -4.3714 -3 .7841 Unbalanced 0.0000 0.0000 0.0000 Extreme Values Maximum d 0.006 ft (on span 1 at 12.06) Minimum d -0.003 ft (on span 2 at 4 .17) Maximum M 2.434 K-ft (on span 2 at 0.00) Minimum M -9.337 K-ft (on span 1 at 10.86) Maximum V 1.526 K (on span 1 at 25.33) Minimum V -1.677 K (on span 1 at 0.00) Support Reactions Support Force Moment 1 -1.68 0.00 2 -2.69 0.00 3 0.00 0.00 Results for: Envelope Extreme Minimums Minimum Extreme Values Minimum d -0.032 ft (on span 1 at 12.06) Minimum M -9.337 K-ft' (on span 1 at 10.86) Minimum V -6.115 K (on span 1 at 25.33) qf Minimum Support Reactions Support Force Moment 1 -1.68 0.00 2 -2.69 0.00 3 0.00 0.00 Results for: Envelope Extreme Maximums Maximum Extreme Values Maximum d 0.016 ft (on span 2 at 4.17) Maximum M 44 .381 K-ft (on span 1 at 12.06) Maximum V 6. 980 K (on span 1 at 0.00) Maximum Support Reactions Support Force Moment 1 6.98 0.00 2 7 .50 0.00 3 0.00 0.00 Alex Firth CH2M HILL C\Userslafirth\Documents\Durham Existing Glulam.cbn Summary Report Sail ` Sa''fri r �s? ;ar r`" err e 25.]J1 ft s tODT 11 GL6.75x24 20F-V1 GL6.75x24 20F-V1 # output sections = 100 (for each span) Support +Vert Reactior -Vert Reactioi +Moment Reaction -Moment Reactior Service Cases: 1 (Pinnec 6.9803 K(6) -3.2993 K(4) --- 1)Dead Loads 2) Roof Live Span 1 2 (Pinnec 7.5015 K(8) _2.8440 K(4) — — __ 3)Roof Live Span 2 3(Free) --- — — --- 4)Wind Span 1 5)Wind Span 2 Factored Cases: 6)Dead +Live Span 1 1*(2)+ 1•(1) 7) Dead+ Live Span 2 1'(3)+ 1*(1) 8) Dead+ Full Live 1*(3)+ 1'(2)+ 1*(1) 9)0.6 D +Wind 1`(5)+ 1*(4)+0.6*(1) X F£'171E:_ ,S pap F L Span +Deflection -Deflection +Shear -Shear +Moment -Moment 1 0.01480 ft (4) -0.03203 ft (6) 6.9803 K (6) -6.1152 K (8) 44.393 K-ft (6) -20.516 K-ft (4) 2 0.01618 ft (6) -0.00763 ft (4) 1.3863 K (7) -1.5000 K (5) 3.1250 K-ft (5) -2.8881 K-ft (7) *The number in parentheses following the value indicates the index of the load case in which the extreme occurred J AnalysisGroup 3.5 www.iesweb.com Feb 13, 2012 3:17 PM p. 1 f Alex Firth Service Case Results CH2M HILL CAUserslafirth1Documents\Durham Existing Glularn.cbn Dead Loads ,19_146p4_10t___T____T - 08800 KM _ -0.08800,K/ft I -TT ,0. H IF Itt ; , ;1; ■ 1 , ; , , - ■ j t i it i 1 (includes self-weight) 0121A KU Ala Forth VOID 1 •-1-- 1.4 M --I r 0 011 1 I I I Lilt t g — III LiAraminr_,..r41-1,r,,r, . i 1 . TT t , • i sr1 IS . . . Ow—tom left end e■boom 1.1 — ---- — I I .1 2.4985 K 2.9547 K AAnalysisGroup 3.5 www.iesweb.com Feb 13, 2012 3:17 PM p. 2 Alex Firth Service Case Resuits CH2M HILL C:\Users\afirth\DocumentslDurham Existing Glulam.cbn Live Span 1 --� 7— -- .30 0_Kat-_ i 70.2000G IQ _ CH2M wu Os r.0. E CLO= a.ar - aj 1 � er— ss 35$ I i i . 0 y i0 is i0 ss so 0rt,...from 1.n.d of 3....,14) 4.4817 K 3.6449 K J AnalysisGroup 3.5 www.iesweb.com Feb 13, 2012 3:17 PM p. 3 Alex Firth Service Case Results CH2M HILL C:1Users\afirth 1Documents\Durham Existing Glulam.cbn Roof Live Span 2 PIIIIMIIMIIMMIIIIIIIIIIIIIIIIIIMIIIIMIIIIIIIIII iTrf I 017M MU M..rwa, . 0aour, I I I — L 0 0000 a d 0.10 i l?--- uM Il 0.1 .7 0..— I 04 0' 0.=--4136 bi A4 u -` I f { b I • ? a--... r u .t1.. , ..----- L. L134 •3.0 1 J� _ 1 I 10 u 3/ 33 30 12:40.0.b....Lb 44.1 w..,fro . A / V -0.06853 K 0.90186 K AnalysisGroup 3.5 www.iesweb.com Feb 13,2012 3:17 PM p. 4 Alex Firth Service Case Results • CH2M HILL C\Users\afirth\Documents\Durham Existing Glulam.cbn Wind Span 1 0.265?0 K/tt p.176$0 K/f it 042M Ml N.F.1, Ms- .-0 012- 0 Olt, — OOS •u i u I " u a = 11111111.11M1M1111.1.111M111.11.1 0111111111111 ■ -F ■ `` 5 _u. i 1 ss- - I s w u �• ss n D.nro hem Lk—of br.,(I 1 -3.2993 K -2.8440 K J AnalysisGroup 3.5 www.iesweb.com Feb 13,2012 3:17 PM p. 5 Alex Firm Service Case Results CH2M HILL ,:\Users\afirth\Docurnents\Durharr Existing Gtulam.cbn Wind Span 2 I 14. Pj?, ft C1 250 TOLL Mao VnA O.00m--'-' I 0.0015- '000010 - Do - j p0o.0005^- •OA01 0.001 ;L00010— 1 fe c'-0 C015 0$- ! • '001•010501159000550001 � �=.e :1 0., Y .. Z -05 i. -1..II mummllIll.IIIIIIIII J.ISM .Z, CO 1 1. if II `15 z ..__—. ` - -- a is —I -_..__ 40 0o 1 o 0 S 10 15 20 II 10 Dwfru froo,felt Ord of bWn 00 r i t 0.12336 K -1.6234 K J AnalysisGroup 3.5 www.iesweb.com Feb 13, 2012 3:17 PM p. 6 Alex Firth Factored Case Results CH2M HILL C:1Users\afirth\Documents\Durham Existing Glulam.cbn Dead + Live Span 1 1.000 * Roof Live Span 1 1.000 * Dead Loads PRI alratArth I o 001 LO ca.ol ■a. eao DMA Ynfso- 71111111=1.11MIMMIMIMIMMIIIMI.1. 1.1.11.111 1 6.9803 K 6.5996 K AnalysisGroup 3.5 www.iesweb.com Feb 13, 2012 3:17 PM p. 7 Alex Firth Factored Case Results CH2M HILL C:\Users\afirth\Documents\Durham Existing Glulam.cbn Dead + Live Span 2 1.000* Roof Live Span 2 1.000 * Dead Loads 012M AU 0100&eh 00W Ion----• — 1 gu 0E, x — — +vs ., ss E S • SI —_ SO 1S 0 S J 2.4300 K 3.8566 K J AnalysisGroup 3.5 www.iesweb.com Feb 13, 2012 3:17 PM p. 8 Alex Firth Factored Case Results CH2M HILL C:\Users\afirth\Documents\Durham Existing Giulam.cbn Dead + Full Live 1.000 * Roof Live Span 2 1.000 * Roof Live Span 1 1.000 * Dead Loads C1/251 1011 Al*.Firth ■ 0.01f— wn• j001 • _ — 1 _ 2 000--41 L o 1 -0a — ,— — 1 M" 3 w 7 1.43 I 1. — — I i is --".111111111111.1111111111111=111111111111111111111 1 0--• I 40 0 f 10 15 1 n 30 p.l.,..h 1.h rd of b....(N J 6.9118 K 7.5015 K J AnalysisGroup 3.5 www.iesweb.com Feb 13, 2012 3:17 PM p. 9 / Alex Firth Factored Case Results CH2M HILL C:1Users\afirth\Documents\Durham Existing Glulam.cbn 0.6D + Wind 1.000 *Wind Span 2 1.000*Wind Span 1 0.600 * Dead Loads b.2M N0., µ'"_ -- r 1 0 002 1 eo,.... 1. __ -- -- o 000 0. _ _—T o ■ I .s a1r , 7 .a I U s W u 20 u Cbtro townie.,rd of l..f10 p 1 -1.6768 K -2.6946 K J AnalysisGroup 3.5 www.iesweb.com Feb 13, 2012 3:17 PM p.10 Alex Firth Envelope Case Results CH2M HILL IC:1Users\afirth\Documents\Durham Existing Glulam.cbn Maximum and Minimum Values Wind Span 2 Dead + Live Span 1 Dead + Live Span 2 Dead + Full Live 0.6 D + Wind Olanni net— _TT TT 1 tr. sh 0 _ _ a u s m u m n n I n J �r 6.9803 K 7.5015 K -1.6768 K -2.6946 K J AnalysisGroup 3.5 www.iesweb.com Feb 13,2012 3:17 PM p.11 CH2MHILL. Job No. 41111W Sheet No. 272. Job Name r JJS -arhara Date deb zotZ Subject OkSa- m� � Computed By A 'it -1'^-. Checked By MrACOL 44.9 ik-144 cb `327 R'- O.e61(.2ucr;)- 1qs psi DL- 5 (o4@ 43 n ' ", FAD = 1 .toc 0.' Y2, pN) = JI S2 Psi oL \ x.- (.ate v-, 2i rvi C-4:> = 1.0 Cv- . .rpq�� = (04. 113- (DL ,, 2) x tin GLI a Ls c crc e, '.o - 44 . 1 £+ld5 :mutt b-\a tr\ 40 pressioil rM\ Add tloc 1 e_cs_-c,rtcr- aA c 4. CH2MHILL. Job No. /� Sheet No. 33 Job Name 0.�S Date FD 2- Z , () ,CA rn .t�G Computed By Subject {,}�t� --L't tei'`' Checked By Co ter\ h Gt AVYQ ' F124-1._ 650 lb (Su. pct `t+r11 \%) /Ill,: __________F 2..,10 tb Os L ,311;-\. C ZQV Ib(a a 4310 tr`kb/0 l ii/1-z►n� 72•� w\--1 ,11, 4nalrt- t wit ' +r►p don : 04040-0 = 72,S 'Y -Ib Z*ey . 72. to-tb(A,(6`\ 1 D .00 t+n3 1 'j(j O 49/ttt Z a= bc. Z - O .oQ . VA 4 d z= O .ot S t y+i & _ 0 . l co w•- 0--L- t/4N nntn Fern tt■-- RO (..3) : .6i. 5‘17.4-- r t r. b�t4- 9__q,o 11' ✓- 4� Project: C:1Users1afirth1Documents\Durham Roof Modification Beams.cbm Engineer: Alex Firth Feb 14, 2012 9:18 AM Company: CH2M HILL AnalysisGroup 3.5 Continuous Beam Analysis Input Validated OK: No apparent problems. Input Information Default Material Youngs Modulus = 230400 Ksf Poissons Ratio = 0 .36200 Span Information Span Length Inertia ft ft"4 1 15.2800 0.0086 Support Information Support Type Translation Rotation K/ft K-ft/deg 1 Pinned 2 Pinned Load Cases 1. Dead Loads, includes self-weight 2. Roof Live Loads 3. Wind Uplift Load Combinations 4. Dead + Roof Live, included in envelope 1. 000 Roof Live Loads + 1. 000 Dead Loads 5. 0. 6 Dead + Wind, included in envelope 1. 000 Wind Uplift + 0.600 Dead Loads 6. Dead + 0. 75 Roof Live + 0. 75 Wind, included in envelope 0. 750 Wind Uplift + 0. 750 Roof Live Loads + 1. 000 Dead Loads 7. Dead + Wind, included in envelope 1. 000 Wind Uplift + 1. 000 Dead Loads Line Loading Information Load Case Start End Offset 1 Offset 2 W1 W2 Span Span ft ft K/ft K/ft Dead Loads 1 1 Full Length Load -0.0220 -0.0220 Roof Live Loads 1 1 Full Length Load -0.0500 -0.0500 Wind Uplift 1 1 0.0000 10.3467 0.0442 0.0442 Wind Uplift 1 1 10.3467 15.2800 0.0524 0.0524 Results for Load Case: Dead Loads Weight-X Weight-Y Weight-Z K K K 0.0000 -0.0557 0.0000 _.-7 Statics Check: Force-X Force-Y Moment-Z K K K-ft Applied Load 0.0000 -0.3919 0.0000 Reaction 0.0000 0.3919 -0.0000 Unbalanced 0.0000 0. 0000 -0.0000 Extreme Values Maximum d -0.000 ft (on span 1 at 0.00) Minimum d -0.009 ft (on span 1 at 7.28) Maximum M 0.747 K-ft (on span 1 at 7.28) Minimum M -0.000 K-ft (on span 1 at 15.28) Maximum V 0.196 K (on span 1 at 0.00) Minimum V -0.196 K (on span 1 at 15.28) Support Reactions Support Force Moment 1 0.20 0.00 2 0.20 0.00 Results for Load Case: Roof Live Loads Statics Check: Force-X Force-Y Moment-Z K K K-ft Applied Load 0.0000 -0.7640 -5.8370 Reaction 0.0000 0.7640 5.8370 Unbalanced 0.0000 0.0000 0.0000 Extreme Values Maximum d -0.000 ft (on span 1 at 0.00) Minimum d -0.018 ft (on span 1 at 7.28) Maximum M 1.456 K-ft (on span 1 at 7.28) Minimum M 0.000 K-ft (on span 1 at 0.00) Maximum V 0.382 K (on span 1 at 0.00) Minimum V -0.382 K (on span 1 at 15.28) Support Reactions Support Force Moment 1 0.38 0.00 2 0.38 0.00 Results for Load Case: Wind Uplift Statics Check: Force-X Force-Y Moment-Z K K K-ft Applied Load 0.0000 0.7158 5.6782 Reaction 0.0000 -0.7158 -5.6782 Unbalanced 0.0000 0.0000 -0.0000 Extreme Values Maximum d 0.017 ft (on span 1 at 8.00) Minimum d 0.000 ft (on span 1 at 0.00) Maximum M -0.000 K-ft (on span 1 at 0.00) Minimum M -1.339 K-ft (on span 1 at 8.00) Maximum V 0.372 K (on span 1 at 15.28) Minimum V -0.344 K (on span 1 at 0.00) Support Reactions Support Force Moment _°/ 1 -0.34 0.00 2 -0.37 0.00 Results for Load Case: Dead + Roof Live Weight-X Weight-Y Weight-Z K K K 0.0000 -0.0557 0. 0000 Statics Check: Force-X Force-Y Moment-Z K K K-ft Applied Load 0.0000 -1.1559 0.0000 Reaction 0.0000 1.1559 -0.0000 Unbalanced 0.0000 0.0000 -0.0000 Extreme Values Maximum d -0.000 ft (on span 1 at 15.28) Minimum d -0.027 ft (on span 1 at 7.28) Maximum M 2.202 K-ft (on span 1 at 7.28) Minimum M -0.000 K-ft (on span 1 at 15.28) Maximum V 0.578 K (on span 1 at 0.00) Minimum V -0.578 K (on span 1 at 15.28) Support Reactions Support Force Moment 1 0.58 0.00 2 0.58 0.00 Results for Load Case: 0.6 Dead + Wind Weight-X Weight-Y Weight-Z K K K 0.0000 -0. 0334 0.0000 Statics Check: Force-X Force-Y Moment-Z K K K-ft Applied Load 0.0000 0.4807 0.2093 Reaction 0.0000 -0.4807 -0.2093 Unbalanced 0.0000 0.0000 -0.0000 Extreme Values Maximum d 0.011 ft (on span 1 at 8.00) Minimum d 0.000 ft (on span 1 at 0.00) Maximum M 0.000 K-ft (on span 1 at 15.28) Minimum M -0.891 K-ft (on span 1 at 8.00) Maximum V 0.254 K (on span 1 at 15.28) Minimum V -0.227 K (on span 1 at 0.00) Support Reactions Support Force Moment 1 -0.23 0.00 2 -0.25 0.00 Results for Load Case: Dead + 0.75 Roof Live + 0.75 Wind Weight-X Weight-Y Weight-Z K K K 0.0000 -0.0557 0.0000 Statics Check: Force-X Force-Y Moment-Z K K K-ft Applied Load 0.0000 -0.4280 0.1570 Reaction 0.0000 0.4280 -0.1570 Unbalanced 0. 0000 -0.0000 -0.0000 Extreme Values Maximum d -0.000 ft (on span 1 at 15.28) Minimum d -0.010 ft (on span 1 at 7.28) Maximum M 0.838 K-ft (on span 1 at 7.28) Minimum M 0.000 K-ft (on span 1 at 0.00) Maximum V 0.224 K (on span 1 at 0.00) Minimum V -0.204 K (on span 1 at 15.28) Support Reactions Support Force Moment 1 0.22 0.00 2 0.20 0.00 Results for Load Case: Dead + Wind Weight-X Weight-Y Weight-Z K K K 0.0000 -0.0557 0.0000 Statics Check: Force-X Force-Y Moment-Z K K K-ft Applied Load 0.0000 0.3240 0.2093 Reaction 0.0000 -0.3240 -0.2093 Unbalanced 0.0000 0.0000 -0.0000 Extreme Values Maximum d 0.007 ft (on span 1 at 8.00) Minimum d 0.000 ft (on span 1 at 0.00) Maximum M 0.000 K-ft (on span 1 at 15.28) Minimum M -0.592 K-ft (on span 1 at 8.00) Maximum V 0.176 K (on span 1 at 15.28) Minimum V -0.148 K (on span 1 at 0.00) Support Reactions Support Force Moment 1 -0.15 0.00 2 -0.18 0.00 Results for: Envelope Extreme Minimums Minimum Extreme Values Minimum d -0.027 ft (on span 1 at 7.28) Minimum M -0.891 K-ft (on span 1 at 8.00) Minimum V -0.578 K (on span 1 at 15.28) Minimum Support Reactions Support Force Moment 1 -0.23 0.00 2 -0.25 0.00 Results for: Envelope Extreme Maximums Maximum Extreme Values Maximum d 0 .011 ft (on span 1 at 8.00) Maximum M 2.202 K-ft (on span 1 at 7.28) Maximum V 0.578 K (on span 1 at 0.00) Maximum Support Reactions Support Force Moment 1 0.58 0.00 2 0.58 0.00 Job No. • , CH2MHILL. Sheet No. Job Name 01,JS D atAV(\ [M_ Date �6SO ZztZ Subject _ CJS�'GY t-Go t� ' 1 V\ Computed By k-ctYk'tr- Checked By to, . 6^42oo( -P0Aect Cannes. NUS Takk, t l I- > Wit- 2-1-o° t.e S'10 1b V- 6 i42A lb C '?&ci(Q) 1 = ISRoC Z.-CDC ct c3 Q c ck C c.s, Gt - tom 4's1r1/4 /zC .2_a•44- fEA /inn= It92-tn2 t t 5= 2w 2. ern Qm LNt ti `1c c-& ) 13 C, /4E)" ►a u : • L044 C. '4" 1 ,o� C��> t�- m 0,'1l I C /fa) tY1 = 0 .144 CPA) Job No. CH2MH I LL. Sheet No. Job Name CAYS D..w h a A r Date Vb %Oi Subject , 04n r a� P0-4 Lc G∎ Computed By A, 4 r - Checked By (ZFA z of SWArn LkilL`•kv-if t5 orna Fro Ayr ae3'00.3cooCg. , 23_ C t 0.i-tl (. t -' o•11114/. L{ o,Z2. g I + 0.22-Co.-n t�� 1 +cvri - 4 0.-1-11".] l∎t - [ C t 0.--15t = o. C,t C " G.ce2- L o.act C : 0:744 Lt - o.-1.44"') }02? a tt o.22to.7 5>> t 4O.-4l 4-01441c3 t aiv-/ 0. 5c, 6. '4") . N j.. : /41-0(0 dal) Q 62(QtbL,� 1 SooCo;= = 105SC 3/4) Acrt Rte( - 6/e1.# (a _ (0.LtQ k q , "d \/- Soo lb 5(p(2 !b tik Blo Lb follow. CQgoo no (NC 4110 CH2MHILL. Job No. 4000. Sheet No. 41 Job Name ((doS D..,►r1n WY) Date F 2f[Z Subject ra- Kc is " (eakwu 4cnie Computed By A • rl'4"" Checked By j T- a. 5Imp anar- gOr Loc 'Pp+ = 55c tb 3, Po.taz? 225D 11-. 4 �at1 i 4 ' Ib C R: %tal.) = 10 tb LO3 Sere.u3 t rot4k "re5tthin co. of nry, " 1172._ t 25 tb/t� ..L x l tb 3/e.) 20(D tb C tlz) = 24.5=3112c. ? gym= R62-in ' !4 = Ito .'651n 40A/45c (4, 410 use- : O ,t0 A.nel ,s," 1 = 1.69(0 .44-1\4t3(.3-) 4 Ib a e 12." Dna .b CO .(o22)1(.130 = 12(.4 tb e 1`3" 5P)cin 1-(r C O,140V4 V?\ 138, t( Ib e 24r" qaur BIZ 1.(&C.0.41°sl(.. 2oo) z 134 tb 1Za 1.(vC o.531 „2,cx: - I"12t9 e tel (.6(0 .sJN Z 3) = 1 e* tb e 24" %=.4 6 14c0(,0.ae3Y2-56)= Ito3tb e12" = 1.(0( o,A'1' .2&�= Z13 th e !�� 1/t' c 12' o.c. or 5/8 G�. (°J" 0.c... L 1254)) C. t P 16) Determine Wood Fastener Group Coefficient Main Member Width 6.75 in Depth 24 in Modulus 1600000 psi Area 162 sq in EmAm 259200000 pounds Side Member(s) Width 1.5 in Depth 11.25 in Modulus 1600000 psi Area 16.875 sq in EsAs 27000000 lb Slip Modulus Slip Modulus Bolt Diameter Wood to Wood Wood to Metal 0.375 41335.14 62002.71 0.500 63639.61 95459.42 0.625 88939.06 133408.59 0.750 116913.43 175370.14 Wood to Wood Wood to Metal U Value M Value U Value M Value Spacing Spacing Spacing Spacing Bolt Diameter 12 18 24 12 18 7 24 12 18 24 12 18 24 0.375 1.010 1.015 1.020 0.867 0.840 0.818 1.015 1.023 1.030 0.840 0.808 0.782 0.500 1.016 1.023 1.031 0.838 0.806 0.779 1.023 1.035 1.047 0.806 0.768 0.737 0.625 1.022 1.033 1.044 0.812 0.775 0.745 1.033 1.049 1.065 0.775 0.732 0.698 0.750 1.029 1.043 1.057 0.787 0.747 0.714 1.043 1.065 1.086 0.747 0.700 0.662 REA1 9.60 REA2 0.10 REA 0.10 2 L Length of Bolting 16 feet Wood to Wood Wood to Metal Spacing Spacing 12 18 24 12 18 24 n 16 10 8 16 10 8 Bolt Diameter Cg Cg 0.375 0.497 0.622 0.664 0.422 0.542 0.586 0.500 0.418 0.537 0.581 0.352 0.462 0.505 0.625 0.363 0.475 0.518 0.305 0.406 0.447 0.750 0.323 0.427 0.469 0.272 0.364 0.403 Determine Wood Fastener Group Coefficient Main Member Width 6.75 in Depth 24 in Modulus 1600000 psi Area 162 spin EmAm 259200000 pounds Side Member(s) Width 0.5 in Depth 4 in Modulus 29000000 psi Area 2 sq in EsAs 58000000 lb Slip Modulus Slip Modulus Bolt Diameter Wood to Wood Wood to Metal 0.375 41335.14 62002.71 0.500 63639.61 95459.42 0.625 88939.06 133408.59 0.750 116913.43 175370.14 Wood to Wood Wood to Metal U Value M Value U Value M Value Spacing Spacing Spacing Spacing Bolt Diameter 12 18 24 12 18 24 12 18 24 12 18 24 0.375 1.005 1.008 1.010 0.903 0.882 0.865 1.008 1.012 1.016 0.882 0.858 0.838 0.500 1.008 1.012 1.016 0.881 0.856 0.836 1.012 1.018 1.024 0.856 0.827 0.803 0.625 1.011 1.017 1.023 0.861 0.832 0.809 1.017 1.025 1.034 0.832 0.799 0.772 0.750 1.015 1.022 1.030 0.842 0.810 0.784 1.022 1.033 1.044 0.810 0.773 0.743 REAL 4.47 REA2 0.22 REA 0.22 Length of Bolting 16 feet Wood to Wood Wood to Metal Spacing Spacing 12 18 24 12 18 24 n 16 10 8 16 10 8 Bolt Diameter Cg Cg 0.375 0.668 0.777 0.809 0.588 0.708 0.746 0.500 0.583 0.704 0.742 0.504 0.628 0.670 0.625 0.517 0.641 0.683 0.442 0.564 0.608 0.750 0.466 0.589 0.632 0.395 0.512 0.557 11111. CH2MHILL. Job No. Sheet No. 4o iiii- Job Name Ji 1610.01 Date FP So 2..1:::›12.Subject _ (1 kr0 rY104iCiczA-tzin Computed By A fir-43.— Checked By )CV.30, t t. • r -'12. Conk cnw /"T , vaDd WA, Z*co / �} -pe.r�r� v Eby irr' tk2" w _ ~m_ o rtyd M 4 z_ Mtn l. f . R°44\3Talltfif kY1.54ok-t,Nt P5 A 1 Q e. pax 4.C. MOX t�vn�.�c,� 6\r(T5 n bus 2A0 \.--_ 5S t& V h , '1 A5= 1 TkiCi`J t r k d e2-o a .e. c 1 ai . ( d e cod „ 4 4 4 . 1( , ikv - Fy...0-tr) �w d 1 ` art0A6 rftrAcki n1.a1 - QZo - ' Y \_ _. _. tii) CH2MH I LL. Job No. Sheet No. 4-1 Job Name Cis SLY hatYN Date Feb 2-c:247____ Subject 05ko o Qoc(- m {C "Tz:t1 Computed By Q -CtV-a-.- Checked By <C:1 /4or-4-ke% „.14,0,3 lArc:49,-.-team ot-tel Over t Q.Gt ( . sae_ 1 � � � 11 ,t fcr 11 1 , s% j1 T — . / piles, 1 — --— /-- ()Ott tA.d 1 1 twtxnbtrs 0 1 abh. I 1 z),...--* 2xIZE t - ' _ t--- 24,0.t. 1 Mn,r, I i , ' - ,,,,, ,,,r--2xi2 I � i1_ II iI I rir'-. ( 11— --1.1 I 1s1- - 3./L`:=•w (_ .e..`tKi) Job No. CH2MHILL. Sheet No. 415 Job Name (I0r7 adVICt.ryn Date 1 c.'c 112 Subject O\-arc. tr2o4 Computed By ! ✓ ` ' Checked By _ /40,44_ tcaci tom to Ate . 25eic, IrYTpacA 14 - { -Lips iv) tiOV t3 LP ¢ 2.-13 O- Lr .a t-Ar1 =F F.C.4 = CA)ir'2 e- I + : 2.-tver,4 Sx= t ,yl3 [' Z. 2.1b 40.461) s ,cx19 t(\z cts = k,0 `t.qt Fcr= t.0 (41-2-)--9Acx t _ c1.° 9L2 ti5.�.au21 �- t �32 ►tJ\ : c,Olo o ps .41 wn3-N) = ' 54C4 tr- tb ball - qyl - 44-5 Vys t.a1 CH2MHILL. Job No. 1101111* Sheet No. '-tq Job Name CiiJS t`Z marl- Date e"e 2.=>VZ- Subject rifa- ("YlOtcc.0 ar► Computed By A -cr-4 Checked By it t�v)(t Cu)I a e � _ l. E �+n T. =3.41m , 11,•v �� 1b t= t. 121.e tvl L l.oo t ,Y1 1,n- 455 Est C 1 l.3 115144 cn-tb 9.43 hll b OW n w�(212- : o.44 I r 5 II� .- .4.-tp+ o.44. 5. 71 - ktj'5 < i,1 atit D L'• • 2ilL. lb Cwcx.54--cac-) 1 { _ Yet! mutn19er , 34" bit\- (Aci: GLe, i = 540 lb Cam,: I. C �1 t.25Co!Act 3'�C.°> � - 0,4:b lb CH2MHILL. Job NoSheet No. 5o Job Name Cwt D,XavYX Date e o ZIZ Subject 0 rOfcc lockGtco t r Computed By A Checked By = 2. tr. 6 12_51=413) _ 3t23 \A-\b 6= 2. 7 r— 1 12 • to 'e) tbkovt_ 3/4" A301 TattP-x-" ct .14 k+rb 3 Q PQ,' l 250 tbC 15,2� �-�123n1�� _ `_ O.t2n '� 15a� Di`-� _ Determine Wood Fastener Group Coefficient ) Main Member Width 6.75 in Depth 24 in Modulus 1600000 psi Area 162 sq in EmAm 259200000 pounds Side Member(s) Width 0.25 in Depth 5.5 in Modulus 29000000 psi Area 1.375 sq in EsAs 39875000 lb Slip Modulus Slip Modulus Bolt Diameter Wood to Wood Wood to Metal 0.375 41335.14 62002.71 0.500 63639.61 95459.42 0.625 88939.06 133408.59 0.750 116913.43 175370.14 Wood to Wood Wood to Metal U Value M Value U Value M Value Spacing Spacing Spacing Spacing Bolt Diameter 4 6 8 4 6 8 4 6 8 4 6 8 0.375 1.002 1.004 1.005 0.933 0.919 0.907 1.004 1.005 1.007 0.919 0.901 0.887 0.500 1.004 1.006 1.007 0.918 0.900 0.886 1.006 1.008 1.011 0.900 0.879 0.862 0.625 1.005 1.008 1.010 0.904 0.883 0.866 1.008 1.012 1.015 0.883 0.859 0.839 0.750 1.007 1.010 1.014 0.890 0.867 0.848 1.010 1.015 1.020 0.867 0.840 0.818 REA1 6.50 REA2 0.15 REA 0.15 Length of Bolting NA feet Wood to Wood Wood to Metal Spacing Spacing 4 6 8 4 6 8 n 2 _ 2 2 2 2 2 Bolt Diameter Cg Cg 0.375 0.998 0.997 0.997 0.997 0.996 0.995 _ 0.500 0.997 0.996 0.995 0.996 0.994 0.992 0.625 0.996 0.994 0.993 0.994 0.992 0.989 0.750 0.995 0.993 0.990 0.993 0.989 0.986 CH2MH ILL• Job No. 1110110, Sheet No. 5,5 Job Name C..u..).S L)"(hOrYY' Date f=ib 2sJt2- Subject O ata.. c&ca il\c6. Computed By A. • r-W . Checked By ? -->Aithrts1 CatQkam 2 W8 x c5 I`z� t f - Irtx3xd - , f I viz•/ I'— -oh: 2 I I a. 3/4 da, A39.5i'l bd / to VI IA% dn�r 4- 51o\4-cd hobs L 44),,/(40 )(ol-to" a - 3/d" akU ea stall-r, Mb,-L{P t -; iAotrnrn A .\-\o,b1- td is C. 5' a• tO ` lb V 04- MUNA1020e,r tl STRUCTURAL NOTES FILE NO GENERAL 1. SEE MECHANICAL,ARCHITECTURAL.ELECTRICAL,PROCESS AND EQUIP- MENT DRAWINGS FOR DETAILS AND DIMENSIONS NOT SHOWN. VERIFY PRESTRESSED CONCRETE OPENINGS. EQUIPMENT BASES, ANCHOR BOLT SETTING, LOCATION OF I. ALL PRESTRESSED CONCRETE UNITS TO BE DESIGNED IN ACCORDANCE 80.042.12634 ACCESSORIES,ETC. WITH CHAPTER ID Of ACI 317-71.REINFORCING INDICATED FOR IN-PLACE 2. REFER TO SPECIFICATIONS FOR FURTHER REQUIREMENTS AND AMPLIFI- LOADING ONLY. -12635 CATION OF THESE NOTES. 2. ALL REINFORCING AND EMBEDDED ITEMS ON THE EXPOSED FACE OF THE •12636 3. VERIFY ALL DIMENSIONS,COORDINATES AND GRADES IDENTIFIED BY PANELS TO BE HOT-DIPPED GALVANIZED. -12637 (REF.)TERM. 3. CONCRETE TO BE HARD ROCK,150 PCF,5,000 PSI MINIMUM COMPRESSIVE •12626 4. DESIGN LOADS. STRENGTH IN 21 DAYS. LL - ROOFS-ALL STRUCTURES 25 PSF MASONRY -12639 ANT.STAIRS S CATWALKS 100 1. CONCRETE BLOCK SHALL BE EXPANDED SHALE,GRADE A HOLLOW UNITS INCINERATOR BLDG.FLOORS 150 CONFORMING TO ASTM C 90. MORTARPTYPE S PER WIC. ULTIMATE COM- -12640 PUMP STA.MAIN FLOOR 300 PRESSIVE STRENGTH WI•1,350. DESIGN BASED ON WORKING STRESS, -12641 PUMP STA.MOTOR FLOOR 100•EQUIP. TABLE 24-H UBC,NO SPECIAL INSPECTION. TUNNEL SLAB AT BLOWER RM. 200•MECH. 2. GROUT FOR REINFORCED HOLLOW UNIT MASONRY TO BE 2,000 PSI EXPOSED TUNNEL SLABS 8 BASIN COVERS 150 COMPRESSIVE STRENGTH WITH 3/8"AGGREGATE. BACKFILLED TUNNEL SLABS '2'4"SURCHARGE 3. EXCEPT AS OTHERWISE SHOWN,REINFORCE ALL MASONRY WALLS W/NO.5 -12642 EXT.WALKWAYS,STAIRS 1 PLATFORM 150 VERT.IP 48"0/C,2-NO.S IN I"BOND BEAM•Mr OK.,LEDGERS AND TOP OF WALL.REINFORCE AT OPENINGS W/2-NO.5 HORI2.AT HEAD AND 1440.5 .12643 ALL EXTERIOR WALLS BELOW GRADE DESIGNED FOR AN EQUIVALENT VERT.EACH JAMB;EXTEND REINF.2'0"BEYOND OPENINGS.DOWEL ALL LATERAL PRESSURE OF 30 PCF FOR LIMITED ROTATION AND TRANSLA. MASONRY WALLS WITH 1-NO.S EACH VERT..PROJECT 3'0". •12644 TION AND 55 PCF FOR NONYIELDING CONDITIONS. W000 l2µ5 STRUCTURES DESIGNED FOR INTERNAL HYDRAULIC HEAD AS SHOWN ON 1. GRADE AND STRESS REQUIREMENTS. THE SECTIONS AND DETAILS BY 7 ELEV. GLU-lAM-DOUGLAS FIR - LARCH, APPEARANCE GRADE,WATER- -12646 SEISMIC-ZONE II PROOF GLUE,STRESS COMBINATION 225',CONFORM TO ARC 117.71, WIND-20 PSF 0-30'25 PSF ABOVE 30' CAMBER AS NOTED. .12647 5 REFER TO 12 AND S-3 FOR DRAINAGE AND EARTHWORK NOTES AND STRUCT.LIGHT FRAMING-D.F.NO.2 KD. DETAILS.UNLESS OTHERWISE NOTED.ALL PLANT WORKS STRUCTURES TO JOISTS AND PLANKS-D.F.NO.2 KD. 12648 REST ON 6"MIN:CRUSHED ROCK BASE. BEAMS AND STRINGERS-O.F.SELECT STRUCT.FOHC POSTS AND TIMBERS-D.F.NO.1 FOHC REINFORCING PLYWOOD SHEATHING-D.F.STRUCT.II OR CC EXT. •12649 1. ALL REINFORCING STEEL EXCEPT WHERE NOTED SHALL CONFORM TO DECKING-D.F.OR HEMLOCK SELECT DEX. ASTM A 615 GRADE 40,DETAIL AND PLACE PER ACI MANUAL 31565 AND 2. NAILING-PER UBC TABLE 25-0 UNLESS OTHERWISE NOTED. -12650 CODE 318.71.WELDED WIRE FABRIC TO CONFORM TO ASTM A 115.WIRE 3. USE HEAVY PLATE WASHER UNDER BOLT HEADS AND NUTS BEARING -12651 FABRIC HEAVIER THAN 6■6:10/10 TO BE SUPPLIED IN FLAT SHEETS. ON WOOD. •12657 2. UNLESS OTHERWISE SHOWN,REINFORCE ALL WALLS AND SLABS WITH% 4. NAILS,BOLTS,SCREWS.METAL HANGERS,ETC..FOR EXTERIOR WORK TO 12653 OF 1%EACH WAY PLUS 2440.5 TOP AND BOTT. PROVIDE 2-NO.S ADDI- BE HOT-DIPPED GALVANIZED. .12654 TIONAL AT TOP, BOTT.. AND SIDES OF ALL OPENINGS EXCEEDING 12INCHES. WATERSTOPS B SEALANT •12655 3 PROVIDE 2'-0"42'-0"OUTSIDE CORNER BARS EQUAL IN SIZE TO HORIZ. -12656 HOOK ALL HORIZ. (EXCEPT AT CORNER BARS) W/STD. 90° HOOK AT 1. WATERSTOPS SHALL BE PVC AS SPECIFIED.USE AT -12657 CORNERS AND INTERSECTIONS UNLESS OTHERWISE NOTED. ALL JOINTS IN LIQUID CONTAINING TANKS.BASINS,OCCUPIED AREAS AND -12658 4 CONCRETE COVER FOR MAIN REINFORCING STEEL OTHER LOCATIONS AS SHOWN ON THE DRAWINGS. FORM CONTINUOUS 12659 1)S"•NO.S AND SMALLER,EXPOSED TO WEATHER,SOIL OR LIQUID LOOPS AROUND SEPARATED CHAMBERS,WELD WATERTIGHT AT INTER- - 1"•NO.6 AND LARGER,EXPOSED TO WEATHER,SOIL OR LIQUID SECTIONS AND MITERED CORNERS. 1 "-SLABS AND WALLS NOT EXPOSED TO ELEMENTS 2 USE FLAT CORRUGATED PVC AT NONMOVING CONSTR.JOINTS; -12660 119"-BEAMS AND GIRDERS NOT EXPOSED TO ELEMENTS PVC CENTERBULB-TYPE AT EXPANSION/CONTROL JOINTS'WHERE SIZE OR -12661 3 "-BOTT.BARS POURED ON SOIL OR GRAVEL BASE. TYPE NOT INDICATED, USE 6"4 3/8'PVC WITH itL'O.D. CENTERBULB -12662 5. LAPPED SPLICE LENGTH UNLESS INDICATED OTHERWISE. WHERE REQ'D. 30 DIA.NO.7 AND SMALLER 3 AT HORIZONTAL WALL JOINTS SUPPORT WATERSTOP AT 12"0/C,PLACE 3" .17663 312 DIA.NO.B AND LARGER GROUT AT BASE OF WALL POUR IMMEDIATELY PRIOR TO WIRE FABRIC-12" 4. TAPER OI HOTS AS -12664 AS REQUIRED TO FACILITATE INSERTION OF JOINT FILLERS -12665 CONCRETE AND SEALANTS. INSTALL MULTICHANNEL SEALS WITH RECOMMENDED •12666 1. UNLESS NOTED OTHERWISE,ALL CONCRETE SHALL DEVELOP 3,000 PSI TOOLS AND ADHESIVE,MITER AND WELD CORNERS AND JOINTS.SEAL .12667 COMPRESSIVE STRENGTH IN 26 DAYS.ALL CONCRETE SHALL CONTAIN DISCONTINUOUS ENDS WITH THIOKOL SEALANT. -12667 POZZOLITH 300-N I5 OZ.PER SACK.5%AIR ENTRAINMENT FOR CONCRETE S. PLACE SEALANTS AS SHOWN,USE APPROVED PRIMERS AND JOINT PREPAR- -12669 EXPOSED TO WEATHER OR LIQUID RETAINING. ATION.TOOL JOINTS TO CONCAVE SURFACE SLIGHTLY DEPRESSED. 12670 2. CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH 12671 ACI 614-59;IN CASE OF EXTREME WEATHER CONDITIONS,ACI 605.59 AND 306.66 SHALL BE FOLLOWED. 42672 3. COMPLY WITH FOLLOWING UNLESS SHOWN OR INDICATED OTHERWISE. -12673 A BEAMS AND SLABS POURED MONOLITHIC. -12674 B. LIQUID CHANNELS POURED MONOLITHIC. .12675 C. KEY ALL CONSTRUCTION JOINTS(2 4 4 MIN.). -12676 D. WATERSTOP ALL JOINTS BELOW GRADE AND WATER BEARING. 72677 E. SHORE ALL SELF•SUPPORTING CONCRETE UNTIL 26•DAY COMPRESSIVE 12677 STRENGTH IS REACHED. •12679 STRUCTURAL STEEL .32680 1. ALL STRUCTURAL AND MISC.STEEL ASTM A 36 DETAIL,FABRICATE AND .12681 ERECT TO AISC SPECIFICATIONS. ,12682 2. WELDING BY CERTIFIED WELDERS,CONFORM TO AIMS D1.0-69. 3. CONNECTION BOLTS ASTM A 325,ANCHOR BOLTS AND OTHER FASTENERS 12643 ASTM A 307. 4. ALL EXPOSED TO WEATHER STRUCTURAL AND MISC STEEL IN ADDITION .17684 TO ITEMS SPECIFICALLY INDICATED SHALL BE HOT-DIPPED GALVANIZED. -12685 •12686 -12687 •12688 `s.S,r11Dr THIS DRAWING HAS BEEN REDUCED 4b. 0 , APPROXIMATELY ONE-HALF SCALE ,I \y10.Y .p '44'I S-1.SW- UNIFIED SEWERAGE AGENCY GENERAL SI DURHAM WASTEWATER TREATMENT PLANT INDEX OF STRUCTURAL DRAWINGS 8 NOTES S118 • 411) Job No. CH2MHILL. Sheet No. Job Name rc,aS (h4 n� ry _ Date FJ 2JJt2 Subject r ['�� 11`3 t 't(0. Computed By A •C '"L Subject By 6 -tt 'Pamt oph 6 I Jr Y (5.2&` De-ad tca.d S t det tnq /2.o3a. s 2.. it r54 0,154,. cfN 4.s p4 Ate ,: 20V 7;;__- 9.24 17-4- 12..E L , `r.21 2,s4 v 34 Zt tb W= 152.40 (1 k- S. At ',An= fteLr. 44/(9,010 X5.3 w..- t c.-lap) M.attowz 22, 2 ivy-1- CH2MHILL. Job No. INN* Sheet No. Job Name C..0-3S ) larvi Date Ceb ?�►Z Subject 0 1Y_Ct Yom.- i ` t.4 Computed By k•Ct y A-- Checked By 1/4 = 5.)4 ,n3 .694 tr'-k - 22.4 k-t4,0 qc4, = n 1 .40 1k- k( s dc-'. E - 5,0Q-4 - 5C t°52.440 ti aE /rLr, 5.22 i ,14E - (.3J4O-aoo 'x t3.t 10 4) O.ft kn '7 31 t C.0 Qi 01.0.)c. s....ri.e.iv.ri 1 L_L- '''''''''''''''s"" — . ._ . . Pritet, Zeer) Si,"§t/tT SHEET NO. / of Zji DATE 02-4 r/e/2-- PROJECT NO. 4'011/z/. 1,2 • /0 _. T . ; , , , i es It/t35/r-f" ' r r?"' ,cP/, 4Pei ii', oiltir.e.4741,440/1,47 174.„ ! - gA) Aq4 s'r-4-rtoAr i 1, . ; i.ire4FEJwAteAr 4 ' it.t.r , 44 7,./DS 0-7/),0,44/ ,(,.'"., rAftlit-rt :‘r ,14,4-yE SI ireil I, 01,\,). • ' 4.-.)0! f:pfr.41!.:: er.,rh4/4 oreitae. , ../ ;,. 14E4e7Vk-4, .4.),a . If 4 ee.4-Iir--4 iiti :7•:,..74i "Ai • , '.. etier e t)44)6 /4 c .. (E. EL-1 / 30- 45'0 I . . . 1 _ , t . , , . , . . . . . i . 1.. 1: 4. p7,1.,tir 6e..„,s, ,,EY57' ..e1;itr:,,o/414 i eftC.44.ei$ ' . 41PFP,*(40.hie . . I It:/7, ,41-? 5, 7 A'47 A i5 , , s-gy,kv4 t Arifov- , • ur.1 -;--fr ,E. t_ 5 4,1H-.1":Ye?' TA,44A1' 'TO' ,... . 1.4,..... ,:., ,-7.)1.1 rA)c._ (--k e T i...-k(4 1 , kr,,Ac.7* 6.,) r :-: ./ - Efikr\r ' 1 - I 949,75-k i-Kkra-drz 5,r • 1 . I. 51 . F444.4‹ t. ': 0 ,_ , 1 . - --------- ---'------4: 7 • '..47"!'''F.:..-' '' '''' .1 . -;"': 1!°1r,:t47.1 . _ /VW Alor, : , , ,/11._,'+6 c z.ied ca vs t . ': :11, 3#' - . , ,....• ,_. ,, , . . . , . 4..e1, - - Vi_ 2.7( / REV 12/01 FORM 188 P L ) ! &T SHEET NO _?of 2-41 DATE e" '-1 r Yr` r . .: PROJECT NO _Y ''cq ? I ,i r r, c. v r r 4 t. e'P- 4-'4 i 1•4, v, r"r . .vr,Is*47/_ tOC4Tt.l4J t'J C:6- 7,4c'.=.4 c'4✓ VGit '/. !`5 ( E4:oCcr /'//J Ac 'F A-+-4.14,l .r'r tar" "I'A"G. 1 r r ::. .e:c.' ro 1 rte.,...i 1" t .4t rri*i 4,J►f..1 4'4 ji.'4 L 1 J« i - if ,s— —1:--IT-tri-! i r-211 O ; ____J1_ L.__ 01'11 1 0J° =r. II T II NTr 100 {II -.. II CO- .1 . }U-} •j II 1 4®J"— C-----. I I I I - I I v� /N LA Oro C G) r-----1-1[1-- i i I - t r4 PA'Ct-1-/C1.. r 0 111.1111r Ir: Vz V.-- -tit r Il1 ii i °r.:,, ao ar _ _, k 1. 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REV 12/01 FORM 188 • Durham WWTP Engineer: T.Petty CH2MHILL Pearl 2000 Installation Sheet o f/ ' 2/14/2012 „ Checked by: Project No. 409421 Seismic Forces for Pearl 2000 Reactor Define Units&Functions Description • The seismic design forces for the support of the Pearl 2000 reactor will be based on ASCE 7-05 Chapter 15 (Seismic Design Requirments forNnnbuilding Structures) Section 15.3 (Nonbuilding structures supported by other structures)and Chapter 13 (Seismic Design for Nonstructural Components) • Section 15.3.1 indicates that nonbuilding structures which weigh less than 25 percent of the combined weight of the nonbuilding structure and supporting structure are to be designed in accordance with Chapter 13. Section 15.3.2.1 indicates that nonbuilding structures which weigh more than 25 percent of the combined weight of the nonbuilding structure and the supporting structure should be designed in accordance with Chapter 13 but shall use the Rp value indicated in Table 15.4-2 and and op value of 1.0. • The Pearl 2000 weighs less than 25 percent of the supporting structure, and even though the weigh the reactor is large, it is conservative to design in accordance with Chapter 13 in lieu of Section 15.3.2.1 provisions. The design forces will be determined using the Chapter 13 requirements (conservative) • The configuration of the tank(enclosed and full when operating) prevents the development of sloshing forces so the seismic demand will be based solely on impulsive forces. • Vertical acceleration will be accounted for in accordance with Section 15.7.2 References 1) ASCE 7-05 Chapter 13 (Sections 13.3 and 13.6) General Input Seismic Parameters SOs:= 0.699 Short Period Mapped Maximum Considered Earthquake Spectral Response Acceleration Component Parameters Structure type Skirt supported pressure vessel not within the scope of Chapter 15 aP 2„5 System response amplification factor (Table 13.6-1) R := 2.5 Component response modification factor per(Table 13.6-1) P h:= 30ft Average roof height of structure relative to the base elevation Section 13.3.1 z:= 2.4ft Height in structure at point of attachment of component Section 13.3.1 W P:_ 130200Ibf Component operating weight(to be used for numberic solution) Section 13.3.1 We:= Iid20Ulbt Weight of contents (to be used in vertical acceleration calculations) hcg:= 1.4ft Height of center of gravity above anchorage C:\Active\Projects(Active)\burham Copyright 2005 by CH2MHILL,Inc. 1 of 2 Reproduction or distribution In whole or In Template Creator Tim Petty/CVO \Calculations\Seismic demand(ASCE 7- p 410 Durham WWTP Engineer: T.Petty GH2MHILL Pearl 2000 Installation Sheet 1 of 2'-' 2/14/2012 Checked by: Project No. 409421 Component Importance Factor(Section 13.1.3) p Table 13.3.1 All other components Importance Table Calculation Component Ip Component is required to function for life-safety 1.5 purposes after an earthquake, including fire protection sprinkler systems. Component contains hazardous materials 1.5 Component is in or attached to an Occupancy 1.5 Category IV structure and is is needed for continued operation of the facility or its failure could impair the continued operation of the facility ( 1.0 All other components 1 Lateral Force (Section 13.3) Determine Seismic Force Equations Typical ff 0.4 ap•SDS.Wn r FplWp) [t (1 + 2 z h) Fpl( Wp) = 0.32 Wp EQ 13.3-1 P IP Maximum Fp—max(Wp) := 1.6 SDS•Ip•Wp Fp—max(Wp) = 1.12•Wp EQ 13.3-2 Minimum rP—min�Wp�:- 0.3•SDS•lp•Wp Pp_min(Wp)- 0.21•Wp EQ 13.3 3 Determine controlling value Controlling (Design Value) Fp(Wp) = 0.32•Wp Results Service Level Force Strength Level Force Fp service:= 0.7 Fp(\'\'p) 3.7 IcAlkictice l p strength:= Fp(WP) t/AtAt Fp service = 29.6•kip L I!, Strength =42.2•kip Overturning Moment Mp service:= heg'Fp service MI)strength:= hcg'Fp strength M setaiee=41.4kip R Mp strength =59.1 kip•ft Vertical Acceleration (Section 15.7.2 (c)) Fvp:= 0.2•SDS•1p•We I vP= 16.5 kip Fvp service:= 0.7.Fvp Fvp service- 11 6 kip C:\Active\Projects(Active)\Durham Copyright 2005 by CH2MHILL,Inc. 2 of 2 \Calculatron5\Seismic demand(ASCE 7- Reproduction or distribution in whole or In Template Creator: Tim Petty/CVO Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 45.401 Longitude = -122.76100000000001 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 0.928 (Ss, Site Class B) 1.0 0.335 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude =45.401 Longitude = -122.76100000000001 Spectral Response Accelerations SMs and SM1 SMs = Fax Ss and SM1 = FvxS1 Site Class D - Fa = 1.129 ,Fv = 1.731 Period Sa (sec) (g) 0.2 1 .048 (SMs, Site Class D) 1.0 0.579 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 45.401 Longitude = -122/6100000000001 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.129 ,Fv = 1.731 Period Sa (sec) (g) 0.2 0.699 (SDs, Site Class D) 1.0 0.386 (SD1, Site Class D) LAM AC IVI I-11 L.L '''' ' — SHEET NO of il DATE — PROJECT NO t( rA,t$,./7 : i 644 1 '7.5, -rz itO‘rft'ir /14,10,4)r,S* aT tit-,7 kV- .16F-A6 t ,4/vc tiePc 1.4):- / 'Se 1. 2k c ' 11 Allk t f\- r 1 d. , itik 3 , --*--- " : /6. k (--s)._ -P. 1 5'Aq i 4, ::7:47 /4.14-ri,e:*V] "- --14' RIP (-4: 171) /I / h./ea- F --, is .5.--, dv.c.)7!7 Ateic\) • i i., 11 Pv- (#4 ,#V42L.4.15. di,0 \t fr-, IL j r 4..x : .„/ , 1 , a-- ....•'/I: Ns's i44 .e..... FA i.fr..?4 '.. (41(-1`"4 k (14'41•4 '"' ''''''"4"."---- ' r(r) 1 Ail r . 1 — ±, 164 ht 41 ( .„.,....„.....,-.1. ..4-I i 1. h .4y S ' t 5- 1 4- 2 Ili 5* ' • Isti,(3) ; ,..........1........ ._ . . (------- i i ..s ....., e,4p,fr_ ly,0 ,y-,ie) • . 1 _ _ v 4 ,, ii Ast) i 6 , , tkorti 1 1 LeP4,f4 2,. 1 Z2.6i- E i i 1 ASL 'V't i dAil i+007 t- I Lit1 1 141 Ct L 4- E : 1 i . , , 1-444 ,elOilLArr7,t7A/ s ! , i ! 1 ! . 77— ..C.. 1 sF/VE eft..14.4rAirrOOr e.PF a-i 5°4 I e- I Ligt., AtillAir: ; 1 i i I ' REV 12:01 FORM 18a CH2NIHILL SUBJECT "Li t."t.■i ' By i I• f toy:: € f ( PEN et Z.471" S-ie)PAPerr SHEET NO 6- 01..g./__ DATE PROJECT NO l----PW, KrE,:401,16.My- 1111. 14 t2.x 40 TYNIPP. ... 1114111 dila ill - * A•3 tj 0)C6Of rrA (\i '111111111114111 .100.00 • 'cx it----- 148$ IX S X 4 i neA Load 1 ---1--X 7r- ti l)-1 1\1 N :-, cj —;/ . ' . . i 3 e I lit MINION& , i ■ REV i2'01 FORM IBU CH211/1HILL SUBJECT_ V By //,`1 f--,c It . i :d7;.:44e C. ecper 5V/4Pakrr 4HEET NO 7 of 71 DATE PROJECT NO TkAiti: 141E,-i e.7.g..k. c ($ orr414 16 relit Mer-ct ..._,,,,, 1. = 11,!,-- LA - -... .75- ' >4, ,.-..i/ 6.9.0.*44, 7 Ace 74f,-, •P74■,016 (55.1. fte 0.76 CAioic I-Ty , Xyrr 4t.re 107e- 4> /--Vie 21`f k—4( ( (7)1:- 7,-;:k!. - ---.14- 72 k/11- .AAA- t4AF,(-7, 4-11 0 .*- F.? ,t-,./.41 40 • 6-4 2 V X -/t 1 j --z '96e4e - 0,9(-0e51112,.....') --..pti( (oh! 74y. fA4, — ILL,. --. 3 k iZ . itn-,1.7. rel,) A' 74/..L.,z, it? iA)7 rfcA ert,:liki riXistE 6,-I) ..": ..z /is t-4.1\ b ......i (0,1y.1-. 10 err...knrck 4,brAui.,,,- f' 12 v if A (1)fr44e r -7,4ta 7-2) 6v-y4x)4, e7.4,444-,-;,r__ , r:77-k:adg ItEA).4,/,0c. 4/la -- 70, /4 evi : 2 pet fr-1,4, .„ eA tvfiatlie, t i , .4.9. ) - 4,,A L_ / : -I 2_ k : q 7s-k 4.4' n 141-,f- , .... . 12f2.1 0) 4 *---01 / 70 (''' ,,,, -7- tp,.. . :‹ I, 4) 4ifie. , . , . . . i . REV 12/01 FORM 189 CH2MHILL SUBJECT BY J 00. 7 azioel (4-4/#4-11r, SHEET NO of DATE PROJECT NO ,'" ,1 . . Ateri ei4 v- C L I jo lit"; 72 k 71/1,4 ' 2E0 :4- mte!=_ t 4,3 tq: 1,1,04 )t- , , 5-6 .07/4 • „ q I (%)1.1)(0i s t ,--;' L r 7/ k ort, z 7r-0 te r47.1%.4crroN 74 f_ ,e• 270 `7s-e) REV 12411 FORM ii38 CH2NI HILL SUBJECT By , PE4kt_ Zen', Iv/Veer SHEET NO _.43 ot DATE PROJECT NO COA.M.)e /74-r/41 scci,44 rae 6c7-m4.40-4 Freititie 6.9/ A) f-TrAfri Lye 4.7316,0 Die 4144)4 1 ( Fl(e " r Ott A-4) -• ___A.7) p Ato. 107 7_ 113 k II,1" Vtit 3,57 k IticzA rde Fg; Fiaect- 14/144 frj 14444.1.5. 42ZSZ fp,„ys F,A.Ait;z: (.17 Fet_t_Er- WEL/5.S 7D /74Tr. *At 7-V 654A-7 PLAA-4,1„,,E F i (S 7 M 4".../4.A4t/7 kr (6-o kv. ) 4;. Tk r,4 A , ( - 0:74 / cli3O 5,5* ef 1,1)r ICA 5-(15Ar- z7t- ert.A.'qrAz (at. - REV I 210 1 f ORM 1 88 CH2IVIIHILL SUBJECT 411%%' ' _.L t I / 2etA9 riedirear SHEET NO 14) of 2-41 DATE PROJECT NO i 'ce AfAit-vE: 647.0p4l (-646.0 Z,_)\ /54,41-E te4 ire* ne-4,045-r- k. ,e)it. Ft, • .2C' PUZ -- Cekc: A te z toi _ 2, c, 4-- Y Ucii • 7.-leticoq;FLA_ (PF V: Rea. tme„( ar, -rk405Avi;teer.,4 1:11. FrLtiri ir WELk r/z r e.--tt t V://114. **/ "- w; 1. ArVrieY qWELA :Hxyettl r.,. /stArma Fritart.4.- e.4.4 5(6 OP- F-4A.4-kt-E REV 12.01 FORM 180 t P ienes 1 I LL - . /E ky_ 249 ) S4) c2,07 SHEET NO./of�_ DATE 4 3/t2.. i PROJECT NO. — 4. hcsii6)11 or K` C7rwWS• FAty 5-,A444.6 , t_. Loc 7-o,tl i x #�'z ` rr1 Lib / 2- _ . • T_ .._ r.,,,••••.•mmora b -3s i' -'t. ,' ,c• 'Z' q,75- f -2 ^SCI ( rr - 4L rsrs e 0 54 S74,44 vF E /? q 19.9 i } ,41�, (- k - At- .-/ e,9e...7— 1,, / - iog'k (9'7 k cl Yl8fw t 14r f Live _Fa-xt.) ,r for ( - ifd ks.- ) Ai ' -- \ b } / loig 1.r //s. l s loci , .$14.47 . 1• '4'. ('' ' ovi 7--- o.:?-/t4'.' 10■41,1 : ._,-, s y --- .;,--(ess-,)11./,'„/'' i :.- A7s--(t)iikTi7(ii;)(19 0/4,74 -.._ 2 I t r t--1, > /1 L; *- ', c,-)4- Ft .Y- Mme. _)` 4 F r`'lu = TO ic, 9'VS l OA f°�/ i . 'r. iT f 1 9 :l. . (ec c -34' 1 ---.' e/751:ifoli,lio'47:t.)34 --: .-f.? V, �V d ?Vs •j- X�� 6 7k-1 , -9k = /c�'6 t %v�'dG- 1. 1 • 1 '- : ' : . " : : ' t . : . - i • : . ' ! " . ,'"'4 '''.."*--- ' REV 12101 FORM 18B MU W801 lint,A3U (M17?,) N914 -tr'r 7 J. 2 y l//'7 --i1 jYVlSI.t✓I 9 I I I il I, j0 Q'17 .,_5t.V J Aillir, gea .,50-5.0" MUM O. t • 4N/61 ,.1,9 „ S«'0L=Y � Sl1 eztw" a' i` lnior- 77! W-3 9/-L 3.401 27rr". ': ot crf 'sn :J 7 7/f „s_2.--,017 )"I p„ h,,:t. -'c am 3..:k-JIt7O'/ S `, ''t1')c Y —` ON 1O3road z! a . 31'02 hr i0`-z-7OM133149 ( - i3T r f , 2I 1 I I A$ _.-_�....�.._.... ..., ,�wHl ioareens 1111 H W Z H 3 L Max Shear 13 of 24 i�■�II�TI www.hilti.us PROFIS Anchor 2.0.7 Company: CH2M Hill Page: 1 Specifier: T.Petty Project: Durham-Pearl 2000 Address: Sub-Project I Pos. No.: Phone I Fax: -I- Date: 3/2/2012 E-Mail: Specifier's comments: Pearl 2000 anchorage 1. Input data Anchor type and diameter: HIT-RE 500-SD+HAS B7,7/8 Effective embedment depth: h,f°pt,=3.710 in.(ha,,,,„=17.500 in.) ''"`i^ Material: ASTM A 193 Grade B7 Evaluation Service Report:: ESR 2322 Issued I Valid: 11/1/2007 I- Proof: design method ACI 318/AC308 Stand-off installation: without clamping(anchor); restraint level(anchor plate):2.0;e,= 1.000 in.;t=0.750 in. Anchor plate: Custom;fy,=35998 psi;1,x ly x t= 18.000 x 12.000 x 0.750 in.(Recommended plate thickness:not calculated) Profile W shape(AISC);(L x W x Tx FT)=10.100 in.x 8.020 in.x 0.350 in.x 0.620 in. Base material: cracked concrete,4000,f�=4000 psi;h=24.000 in.,Temp.short/long:50/50°F Installation: hammer drilled hole,installation condition:dry Reinforcement: condition A;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Geometry[in.] A y z 0 0 o 18.000 0 x t=0.750 0 0 0 - o eb=1.000 h, 3.710 • ®' h=24.000 cci o > C • O O 0 - O :.111 0 0 0 0 30.000 5.000 5.000 5.000 30.000 Loading[lb,In.-lb] Governing loads Governing loads(Load case 1) N =0 Vy=1400 N 0 M5=0.000 My=0.000 V, 22500 z y V 1400 M, 0.000 My 0.000 My 0.000 x Eccentricity(structural section)[in.] e,=0.000; e,=0.000 Seismic loads(cracked concrete assumed;categories C, D, E,or F):yes V,=22500 M„=0.000 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hiiti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilt AG,Schaan Max Shear 14 of 24 10■■11`TI www.hilti.us PROFIS Anchor 2.0.7 Company: CH2M Hill Page: 2 Specifier: T.Petty Project: Durham-Pearl 2000 Address: Sub-Project I Pos. No.: Phone I Fax: -I- Date: 3/2/2012 E-Mail: 2. Load case/Resulting anchor forces Load case(governing): Anchor reactions[lb] Tension force:(+Tension,-Compression) Anchor Tension force Shear force Shear force x Shear force y g g A y 7 8 1 0 2818 2813 175 2 0 2818 2813 175 3 0 2818 2813 175 x 4 0 2818 2813 175 5 0 2818 2812 175 4 2 S 4 6 0 2818 2812 175 7 0 2818 2812 175 8 0 2818 2812 175 max.concrete compressive strain[%o]: 0.00 max.concrete compressive stress[psi]:0 resulting tension force in(x/y)=(0.000/0.000)[lb]:0 resulting compression force in(x/y)=(0/0)[lb]:0 3.Tension load Proof Load N.[lb] Capacity On[lb] Utilization PN[%]=N,„/.Nn Status Steel Strength* N/A N/A N/A N/A Bond Strength* N/A N/A N/A N/A Concrete Breakout Strength** N/A N/A N/A N/A *most unfavorable anchor **anchor group(anchors in tension) 4. Shear load Proof Load V.[lb] Capacity 4V,[lb] Utilization [3„[%]=V./4Vn Status Steel Strength* 2818 9453 30 OK Steel failure(with lever arm)* 2818 3570 79 OK Pryout Strength** 22544 25846 87 OK Concrete edge failure in direction 22544 23537 96 OK x+** *most unfavorable anchor **anchor group(relevant anchors) Steel Strength V.[lb] 4) 4e, CK $Vp[lb] V.[lb] 24238 0.650 0.800 0.750 9453 2818 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2909 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan Max Shear 15 of 24 al=;1:1 www.hiitl.us PROFIS Anchor 2.0.7 Company: CH2M Hill Page: 3 Specifier: T.Petty Project: Durham-Pearl 2000 Address: Sub-Project I Pos. No.: Phone I Fax: -I- Date: 3/2/2012 E-Mail: Steel failure(with lever arm) I.[in.] aM 1.813 2.00 N/4N. 1 -N,/.N, M;[in.-lb] M;M;(1 -N,/ON.)[in.-Ib] 0.000 1.000 6636.998 6636.998 V;=aM*M./1.[lb] 4 L.* 4V.[Ib] V..[lb] 7323 0.650 0.750 3570 2818 Pryout Strength(bond relevant) AN.[in2] AN.O[in2] sa,,a[in.] c„N.[in] c[in.] c.,[in.] h.,[in.] 471.75 110.25 10.500 5.250 30.000 5.250 3.500 k,,, t 0,cr.2500[Psi] Kay t,,,,[psi] %d,.. [psi] Wri,Nao Wg,Na 17.000 2000 1.00 920 732 1.000 1.000 e..v[in.] W.e.ra e.2,[in.] Waa.N. Wn.N■ Ww,N. k,, 0.000 1.000 0.000 1.000 1.000 1.000 2.000 4 Crnaa aN,.,,. 4,aVcps[Ib] V.[Ib] 0.000 0.750 0.650 25846 22544 Concrete edge failure in direction x+ I.[in.] d,[in.] c,[in.] A.[inl A,,,,[ins] 3.710 0.875 20.000 1632.00 1800.00 WIN Wa,v e,5[in.] W.o,, 410 1.000 1.000 0.000 1.000 1.000 V,[Ib] 0 Co.. $V„.[Ib] V.[Ib] 49448 0.000 0.750 23537 22544 5. Allowable Stress Design (Refer to ICC-ES Evaluation Service Report) single anchor relevant(tension);anchor group relevant(shear) Tension[Ib] Shear[Ib] including excluding including excluding Reference for load seismic seismic seismic seismic ACI318 Section D.4.4 0 - 23537 - AC1318 Section D.4.5 0 - 23537 R.ibwASS=Rd/a T/T.iww.ASO+VN.lidwOsD`= 1.2 Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor(c)2003-2009 Hill AG,FL-9494 Schaan HIM is a registered Trademark of Hilti AG,Schaan Max Shear 16 of 24 10111.eriI www.hilti.us PROFIS Anchor 2.0.7 Company: CH2M Hill Page: 4 Specifier: T. Petty Project: Durham-Pearl 2000 Address: Sub-Project I Pos. No.: Phone I Fax: -I- Date: 3/2/2012 E-Mail: 6. Warnings •Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member.Condition B applies where such supplementary reinforcement is not provided,or where pullout or pryout strength governs. • The AC1318 is not dealing with anchor shaft bending, nevertheless, Hilti recommends to observe this capacity during design! • Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions •The present version of the software does not account for special design provisions for overhead applications. Refer to related approval(e.g.section 4.1.1 of the ICC-ESR 2322)for details. • IBC 2006, Section 1908.1.16,requires that the governing design strength of an anchor or group of anchors be limited by ductile steel failure, if this is NOT the case,ACI 318-D Section D.3.3.5 requires that the attachment that the anchor is connecting to the structure shall be designed so that the attachment will undergo ductile yielding at a load level corresponding to anchor forces no greater than the design strength of anchors specified in ACI 318-D section D.3.3.3,or the minimum design strength of the anchors shall be at least 2.5 times the factored forces transmitted by the attachment. •Checking the transfer of loads into the base material and the shear resistance are required in accordance with AC1318 or the relevant standard! •The anchor plate is assumed to be sufficiently stiff in order to be not deformed when subjected to the actions! Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan Max Shear 17 of 24 10•11 I www.hilti.us PROFIS Anchor 2.0.7 Company: CH2M Hill Page: 5 Specifier: T.Petty Project: Durham-Pearl 2000 Address: Sub-Project I Pos.No.: Phone I Fax: -I- Date: 3/2/2012 E-Mail: 7. Installation data Anchor plate,steel:Custom;fy,=35998 psi Anchor type and diameter:HIT-RE 500-SD+HAS B7,7/8 Profile:W shape(AISC), 10.100 in.x 8.020 in.x 0.350 in.x 0.620 in. Installation torque: 1500.000 in.-lb Hole diameter in the fixture:d,=0.938 in. Hole diameter in the base material: 1.000 in. Plate thickness(input):0.750 in. Hole depth in the base material:3.710 in. Recommended plate thickness:not calculated Minimum thickness of the base material:5.710 in. n y 8 8 0 O O O "• o 5 6 T 8 00 co x 0 0 0 0 - O O - 0 cci 1 2 3 4 1.4920 1.5080 9.0000 9.0000 Coordinates Anchor[in.] Anchor x y c., c„ c c, Anchor x 1 -7.508 -4.000 30.000 45.000 30.000 38.000 5 -7.508 4.000 30.000 45.000 38.000 30.000 2 -2.508 -4.000 35.000 40.000 30.000 38.000 6 -2.508 4.000 35.000 40.000 38.000 30.000 3 2.492 -4.000 40.000 35.000 30.000 38.000 7 2.492 4.000 40.000 35.000 38.000 30.000 4 7.492 -4.000 45.000 30.000 30.000 38.000 8 7.492 4.000 45.000 30.000 38.000 30.000 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilt'AG,FL-9494 Schaan Hilti is a registered Trademark of Hilli AG,Schwan Max Uplift 19 of 24 I■�II6TI www.hilti.us PROFIS Anchor 2.0.7 Company: CH2M Hill Page: 1 Specifier: T. Petty Project: Durham-Pearl 2000 Address: Sub-Project I Pos.No.: Phone I Fax: -I- Date: 3/2/2012 E-Mail: Specifier's comments: Pearl 2000 anchorage 1. Input data Anchor type and diameter: HIT-RE 500-SD+HAS B7,7/8 Effective embedment depth: h =3.710 in.(h,,,,m,=17.500 in.) Material: ASTM A 193 Grade B7 - Evaluation Service Report:: ESR 2322 Issued I Valid: 11/1/2007 I- Proof: design method ACI 318/AC308 Stand-off installation: without clamping(anchor); restraint level(anchor plate):2.0;e,=1.000 in.;t=0.750 in. Anchor plate: Custom;fy,=35998 psi;I,x lr x t=18.000 x 12.000 x 0.750 in.(Recommended plate thickness: not calculated) Profile W shape(AISC);(L x W x Tx FT)=10.100 in.x 8.020 in.x 0.350 in.x 0.620 in. Base material: cracked concrete,4000,f,'=4000 psi;h=24.000 in.,Temp.short/long:50/50°F Installation: hammer drilled hole,installation condition:dry Reinforcement: condition A;no supplemental splitting reinforcement present edge reinforcement: none or<No.4 bar Geometry[in.] A y z 0 O 0 18.000 • i t=0.750 0 0 0 - o ep1.000 8 r00� h,,=3.710 •� ■, h=24.000 cci N 0 0 0 - o O O O O 30.000 5.000 5.000 5.000 30.000 Loading[Ib,in.-lb] Governing loads Governing loads(Load case 1) N =5800 V,=0 N 5800 Mz=0.000 1,1,,=0.000 V, 15200 z V, 0 M, 0.000 y My 0.000 M, 0.000 x Eccentricity(structural section)[in.] e,=0.000; e,=0.000 Seismic loads(cracked concrete assumed;categories C, D, E,or F):yes V,=15200 M.=0.000 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hitti AG,Schwan Max Uplift 20 of 24 I■■III.TI www.hiiti.us PROFIS Anchor 2.0.7 Company: CH2M Hill Page: 2 Specifier: T. Petty Project: Durham-Pearl 2000 Address: Sub-Project I Pos.No.: Phone I Fax: -I- Date: 3/2/2012 E-Mail: 2. Load case/Resulting anchor forces Load case(governing): Anchor reactions[lb] Tension force:(+Tension,-Compression) Anchor Tension force Shear force Shear force x Shear force y 6 9 8 1 724 1900 1900 0 2 725 1900 1900 0 Teiy ion > 3 725 1900 1900 0 x 4 726 1900 1900 0 5 724 1900 1900 0 I 2 S 4 6 725 1900 1900 0 7 725 1900 1900 0 8 726 1900 1900 0 max.concrete compressive strain[%o]: 0.00 max.concrete compressive stress[psi]:0 resulting tension force in(x/y)=(0.000/0.000)[lb]:5800 resulting compression force in(x/y)=(0/0)[lb]:0 3.Tension load Proof Load N.[lb] Capacity 4iN,,[lb] Utilization pN[%]=N j4N. Status Steel Strength* 726 32462 2 OK Bond Strength* 5800 10140 57 OK Concrete Breakout Strength** 5800 14663 40 OK *most unfavorable anchor **anchor group(anchors in tension) Steel Strength N.[lb] 0..,.,.. 4,N..[lb] N..[lb] 57710 0.750 0.750 32462 726 Bond Strength AN.[Ins] AN.a[inl sn.N.[in.] ca.N.[in.] c[in.] c..[in.] h.,[in.] 471.75 110.25 10.500 5.250 30.000 5.250 3.500 k..> Tk.w«.aoo[psi] Kan T.,,[psi] t...+..0[psi] W5.Nw Wg.N. 17 2000 1.00 920 732 1.000 1.000 ee1,N[in.] Wool,Na e.2.N[in.] k.d.N. Wp.N. W.d,N. 0.008 0.999 0.000 1.000 1.000 1.000 N.a[lb] d) 0..1.mk aN..«. 0 aN.o[lb] N.[lb] 8851 0.550 0.750 0.650 10140 5800 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schwan Hilti is a registered Trademark of Hilti AG,Schaan Max Uplift 21 of 24 I■■IIImTI www.hilti.ua PROFIS Anchor 2.0.7 Company: CH2M Hill Page: 3 Specifier: T.Petty Project: Durham-Pearl 2000 Address: Sub-Project I Pos. No.: Phone I Fax: -I- Date: 3/2/2012 E-Mail: Concrete Breakout Strength AN,MI AN„[In'] c[in.] c„[In.] h,[in.] 471.75 110.25 30.000 5.250 3.500 e.t,N[in.] Weal,N e.[in.] W.ca,N Ww.N Wcp,N k„ 0.008 0.999 0.000 1.000 1.000 1.000 17.000 No[lb] b.r.nc ONc�[lb] ■,,,[lb] 7040 0.650 0.750 14663 5800 Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan Max Uplift 22 of 24 I■■II`TI www.hilti us PROFIS Anchor 2.0.7 Company: CH2M Hill Page: 4 Specifier: T. Petty Project: Durham-Pearl 2000 Address: Sub-Project I Pos. No.: Phone I Fax: -I- Date: 3/2/2012 E-Mail: 4. Shear load Proof Load V.[Ib] Capacity 4,V,[Ib] Utilization p„[%]=V„/0V„ Status Steel Strength* 1900 9453 20 OK Steel failure(with lever arm)* 1900 3492 54 OK Pryout Strength** 15200 25849 59 OK Concrete edge failure in direction 15200 23537 65 OK x+** *most unfavorable anchor **anchor group(relevant anchors) Steel Strength V.[lb] S fie, 4,.i.mk $V.[lb] V.[lb] 24238 0.650 0.800 0.750 9453 1900 Steel failure(with lever arm) 1,[in.] a„ 1.813 2.00 N,JAN, 1 -NAN, M;[in.-lb] M.=M;(1 -Nj$N,)[in.-lb] 0.022 0.978 6636.998 6490.984 V.=cte*M./1,[Ib] $ $..kmk OV.[lb] V.[Ib] 7162 0.650 0.750 3492 1900 Pryout Strength(bond relevant) AN,[in2] A„,,[inl se,.N,[in.] c„,N,[in.] c[in.] c„[in.] h,[in.] 471.75 110.25 10.500 5.250 30.000 5.250 3.500 k,,, tk,uex.'M[psi] Xdr/ tk,n[psi] tk,m..,>[psi] WOW Wa.N. 17.000 2000 1.00 920 732 1.000 1.000 e.,.v[in.] Wed.14 e.zv[in.] Weirs• Wp,Ns Wee.N• kw 0.000 1.000 0.000 1.000 1.000 1.000 2.000 N,,[lb] 4) C.kmle aN,,,,, 0 aV,..[Ib] V.[Ib] 8851 0.000 0.750 0.650 25849 15200 Concrete edge failure in direction x+ I.[in.] d,[in.] c,[in.] A,,,[inl A,,,,[in'] 3.710 0.875 20.000 1632.00 1800.00 W.a,v We.v e,,,[in.] W.*,v Wc,v 1.000 1.000 0.000 1.000 1.000 V.[Ib] 4) S.;..k 4V,[Ib] V.[lb] 49448 0.000 0.750 23537 15200 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROF IS Anchor(c)2003-2009 Hilt!AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schwan Max Uplift 23 of 24 NI`T1 www.hllti.us _ PROFIS Anchor 2.0.7 Company: CH2M Hill Page: 5 Specifier: T. Petty Project: Durham-Pearl 2000 Address: Sub-Project I Pos.No.: Phone I Fax: -I- Date. 3/2/2012 E-Mail: 5. Combined tension and shear loads pN=NAN, pv=Vu/ova Utilization 0,[%] Status 0.572 0.646 5/3 88 OK (Nv= pN+ p„<=1 6. Allowable Stress Design (Refer to ICC-ES Evaluation Service Report) single anchor relevant(tension);anchor group relevant(shear) Tension[Ib] Shear[Ib] including excluding including excluding Reference for load seismic seismic seismic seismic AC1318 Section D.4.4 10140 - 23537 - AC1318 Section D.4.5 10140 - 23537 - Rra�mw,ASO= Rd`'//�a' T11 albw,ASS+ V'vaibwASO<= 1.2 7. Warnings •Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member.Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. • The AC1318 is not dealing with anchor shaft bending, nevertheless, Hilti recommends to observe this capacity during design! •Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions •The present version of the software does not account for special design provisions for overhead applications. Refer to related approval(e.g.section 4.1.1 of the ICC-ESR 2322)for details. • IBC 2006, Section 1908.1.16, requires that the governing design strength of an anchor or group of anchors be limited by ductile steel failure, if this is NOT the case,ACI 318-D Section D.3.3.5 requires that the attachment that the anchor is connecting to the structure shall be designed so that the attachment will undergo ductile yielding at a load level corresponding to anchor forces no greater than the design strength of anchors specified in ACI 318-D section D.3.3.3,or the minimum design strength of the anchors shall be at least 2.5 times the factored forces transmitted by the attachment. •Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI318 or the relevant standard! •The anchor plate is assumed to be sufficiently stiff in order to be not deformed when subjected to the actions! Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan Max Uplift 24 of 24 I■■II`TI www.hiiti.us PROFIS Anchor 2.0.7 Company: CH2M Hill Page: 6 Specifier: T. Petty Project: Durham-Pearl 2000 Address: Sub-Project I Pos. No.: Phone I Fax: -I- Date: 3/2/2012 E-Mail: 8. Installation data Anchor plate,steel:Custom;fYk=35998 psi Anchor type and diameter:HIT-RE 500-SD+HAS B7,7/8 Profile:W shape(AISC), 10.100 in.x 8.020 in.x 0.350 in.x 0.620 in. Installation torque: 1500.000 in.-lb Hole diameter in the fixture:d,=0.938 in. Hole diameter in the base material: 1.000 in. Plate thickness(input):0.750 in. Hole depth in the base material:3.710 in. Recommended plate thickness:not calculated Minimum thickness of the base material:5.710 in. n y 1 _ N 0 0 0 _ g o O 5 6 7 8 co x o - o o - o - 1 2 3 4 M T ' 1.4920 1.5080 9.0000 9.0000 ' T Coordinates Anchor[in.] Anchor x y c., c„ c, c, Anchor x y c., c„ c, c,1, 1 -7.508 -4.000 30.000 45.000 30.000 38.000 5 -7.508 4.000 30.000 45.000 38.000 30.000 2 -2.508 -4.000 35.000 40.000 30.000 38.000 6 -2.508 4.000 35.000 40.000 38.000 30.000 3 2.492 -4.000 40.000 35.000 30.000 38.000 7 2.492 4,000 40.000 35.000 38.000 30.000 4 7.492 -4.000 45.000 30.000 30.000 38.000 8 7.492 4.000 45.000 30.000 38.000 30.000 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hihi AG,Schaan Existing concrete beam �� Job No Sheet No Rev 409421 1 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Datc14-Feb-12 Chd Client Durham WWTP(CWS) File Exst beam(reduced live IIDate/Time 02-Mar-2012 09:52 Job Information Engineer Checked Approved Name: T.Petty Date: 14-Feb-12 Structure Type i SPACE FRAME Number of Nodes 2 Highest Node 2 Number of Elements 1 Highest Beam 1 Number of Basic Load Cases 7 Number of Combination Load Cases 12 Included in this printout are data for: All I The Whole Structure Included in this printout are results for load cases: Type L/C Name Primary 1 DEAD Primary 2 LIVE Primary 3 SEISMIC 1 Primary 4 SEISMIC 2 Primary 5 SEISMIC 3 Primary 6 SEISMIC 4 Primary I 7 SEISMIC 5 Combination 8 1.4D Combination 9 1.2D+1.6L Combination 10 1.2D+E(DIR1) Combination 11 1.2D+E(DIR2) Combination 12 1.2D+E(DIR3) Combination 13 1.2D+E(DIR4) Combination 14 1.2D+E(DIR5) Combination 15 0.9D+E(DIR1) Combination 16 0.9D+E(DIR2) Combination 17 0.9D+E(DIR3) Combination 18 0.9D+E(DIR4) Combination 19 0.9D+E(DIR5) Nodes Node X Y Z (ft) (ft) (ft) 1 0.000 0.000 0.000 2 25.000 0.000 0.000 Print Time/Date:02/03/2012 10:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 1 of 16 Existing concrete beam p Job No Sheet No Rev 409421 2 ■ Software licensed to CH2M HILL Part Job Ttle Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Exst beam (reduced live IIDatefnme 02-Mar-2012 09:52 Beams Beam Node A Node B Length Property) 13 (ft) (degrees) 1 1 2 25.000 1 I 0 Section Properties Prop Section Area Iyy lu J Material (in2) (in4) (in4) (in4) 1 Rect 42.00x18.00 756.000 20.4E+3 111E+3 59.7E+3 CONCRETE Materials Mat Name E v Density a (kip/in2) (kip/in3) (1°F) 1 STEEL 29E+3 0.300 0.000 6E-6 2 STAINLESSSTEEL 28E+3 0.300 0.000 10E-6 3 ALUMINUM 10E+3 0.330 0.000 13E-6 4 CONCRETE 3.15E+3 0.170 0.000 5E-6 Supports Node X Y Z rX rY rZ (kip/n) (kip/in) (kip/in) (kip-ft/deg) (kip-ft/deg) (kip-ft/deg) 1 Fixed Fixed Fixed - - - 2 Fixed Fixed Fixed - - - Releases There is no data of this type. Basic Load Cases Number Name 1 DEAD 2 LIVE 3 SEISMIC 1 4 SEISMIC 2 5 SEISMIC 3 6 SEISMIC 4 7 SEISMIC 5 Print Time/Date:02/03/2012 10:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 2 of 16 Existing concrete beam Job No Sheet No Rev 409421 3 Software licensed to CH2M HILL Par' Job Title Durham Pearl 2000 support frame Ref By T.Petty DatE14-Feb-12 Chd Client Durham WWTP(CWS) File Exst beam (reduced live I Date/rime 02-Mar-2012 09:52 Combination Load Cases Comb. Combination L/C Name Primary Primary L/C Name Factor 8 1.4D 1 DEAD 1.40 9 1.2D+1.6L 1 DEAD 1.20 2 LIVE 1.60 10 1.2D+E(DIR1) 1 DEAD 1.20 3 SEISMIC 1 1.00 11 1.2D+E(DIR2) 1 DEAD 1.20 4 SEISMIC 2 1.00 12 1.2D+E(DIR3) 1 DEAD 1.20 5 SEISMIC 3 1.00 13 1.2D+E(DIR4) 1 DEAD 1.20 6 SEISMIC 4 1.00 14 1.2D+E(DIR5) 1 DEAD 1.20 7 SEISMIC 5 1.00 15 0.9D+E(DIR1) 1 DEAD 0.90 3 SEISMIC 1 1.00 16 0.9D+E(DIR2) 1 DEAD 0.90 4 SEISMIC 2 1.00 17 0.9D+E(DIR3) 1 DEAD 0.90 5 SEISMIC 3 1.00 18 0.9D+E(DIR4) 1 DEAD 0.90 6 SEISMIC 4 1.00 19 0.9D+E(DIR5) 1 DEAD 0.90 7 SEISMIC 5 1.00 Print Time/Date:02/03/2012 10:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 3 of 16 Existing concrete beam Fop-. Job No Sheet No Rev 409421 4 IMP Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref ey T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Exst beam(reduced live I Date/Time 02-Mar-2012 09:52 zk Whole Structure Print Time/Date:02/03/2012 10:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 4 of 16 Existing concrete beam Fp-, Job No Sheet No Rev 409421 5 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Dat€14-Feb-12 Chd Client Durham WWTP(CWS) File Exst beam (reduced live I Datemme 02-Mar-2012 09:52 • 43.8 hip 33.8 kip 2.00 kIpNt _..( 11 I I r r V V i V V V V V r t Dead Print Time/Date:02/03/2012 10:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 5 of 16 Existing concrete beam poi. Job No Sheet No Rev 409421 6 Software licensed to CH2M HILL Part I Job Title Durham Pearl 2000 support frame Ref By T.Petty oatel4-Feb-12 Chd Client Durham WWTP(CWS) File Exst beam (reduced live I IDaterhme 02-Mar-2012 09:52 •x.95 kips it I ► ► V ► ► ► ► V ► V V Load 2 Live Print Time/Date:02/03/2012 10:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 6 of 16 Existing concrete beam Job No Sheet Na Rev 409421 7 liPIP Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Betel 4-Feb-12 Chd Client Durham WWTP(CWS) File Exst beam (reduced live I Datemme 02-Mar-2012 09:52 -21 6 kip A A 195 kip Seismic Dir 7 Print Time/Date:02/03/2012 10:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 7 of 16 Existing concrete beam Job No Sheet No Rev 409421 8 Software licensed to CH2M HILL Part Job Tale Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Exst beam (reduced live I Date/Time 02-Mar-2012 09:52 -30 6 kip A 45 kip Y f X L: •• Seismic Dir 2 Print Time/Date:02/03/2012 10:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 8 of 16 Existing concrete beam Fop—. Job No Sheet No Rev 409421 9 Software licensed to CH2M HILL Part Job Ttle Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Exst beam (reduced live I Datemme 02-Mar-2012 09:52 -21.6 kip -21.6 kip Load 5 Seismic Dir 3 Print Time/Date:02/03/2012 10:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 9 of 16 Existing concrete beam Job No Sheet No Rev 409421 10 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Exst beam (reduced live I DateTme 02-Mar-2012 09:52 •30 6 kip A Skip A Load 6 Seismic Dir 4 Print Time/Date:02/03/2012 10:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 10 of 16 Existing concrete beam Job No Sheet No Rev 409421 11 Software licensed to CH2M HILL Part Job rile Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Exst beam (reduced live I Date/Time 02-Mar-2012 09:52 •21 6 kip A A 1 A 195 p r Load 7 Seismic Dir 5 Beam Force Detail Summary Sign convention as diagrams:-positive above line,negative below line except Fx where positive is compression. Distance d is given from beam end A. Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip ft) (kip ft) (kip-ft) Max Fx 1 1:DEAD 0.000 0.0 67.6 0.0 0.0 0.0 0.0 Min Fx 1 1:DEAD 0.000 0.0 67.6 0.0 0.0 0.0 0.0 Max Fy 1 12:1.2D+E(DIF 0.000 0.0 108.3 0.0 0.0 0.0 0.0 Min Fy 1 9:1.2D+1.6L 25.000 -0.0 -79.0 -0.0 -0.0 -0.0 -0.0 Max Fz 1 1:DEAD 0.000 0.0 67.6 0.0 0.0 0.0 0.0 Min Fz 1 1:DEAD 0.000 0.0 67.6 0.0 0.0 0.0 0.0 Max Mx 1 1:DEAD 0.000 0.0 67.6 0.0 0.0 0.0 0.0 Min Mx 1 1:DEAD 0.000 0.0 67.6 0.0 0.0 0.0 0.0 Max My 1 1:DEAD 0.000 0.0 67.6 0.0 0.0 0.0 0.0 Min My 1 1:DEAD 0.000 0.0 67.6 0.0 0.0 0.0 0.0 Max Mz 1 3:SEISMIC 1 15.000 0.0 -6.9 0.0 0.0 0.0 80.3 Min Mz 1 13:1.2D+E(DIF 15.000 0.0 2.9 0.0 0.0 0.0 -635.7 Print Time/Date:02/03/2012 10:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 11 of 16 Existing concrete beam Frio-, Job No Sheet No Rev 409421 12 411P , Software licensed to CH2M HILL Part I Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Exst beam (reduced live I Daterrime 02-Mar-2012 09:52 Beam Force Detail Sign convention as diagrams:-positive above line, negative below line except Fx where positive is compression. Distance d is given from beam end A. Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip ft) (kip ft) 1 1:DEAD 0.000 0.0 67.6 0.0 0.0 0.0 0.0 2.500 0.0 55.8 0.0 0.0 0.0 -157.5 5.000 0.0 23.8 0.0 0.0 0.0 -261.2 7.500 0.0 18.8 0.0 0.0 0.0 -314.4 10.000 0.0 13.8 0.0 0.0 0.0 -355.5 12.500 0.0 8.8 0.0 0.0 0.0 -384.4 15.000 0.0 -3.0 0.0 0.0 0.0 -388.2 17.500 0.0 -35.0 0.0 0.0 0.0 -317.8 20.000 0.0 -40.0 0.0 0.0 0.0 -224.0 22.500 0.0 -45.0 0.0 0.0 0.0 -118.1 25.000 -0.0 -50.0 -0.0 -0.0 -0.0 -0.0 2:LIVE 0.000 0.0 11.9 0.0 0.0 0.0 0.0 2.500 0.0 9.5 0.0 0.0 0.0 -26.4 5.000 0.0 7.1 0.0 0.0 0.0 -47.0 7.500 0.0 4.8 0.0 0.0 0.0 -61.8 10.000 0.0 2.4 0.0 0.0 0.0 -70.9 12.500 0.0 0.0 0.0 0.0 0.0 -74.2 15.000 0.0 -2.4 0.0 0.0 0.0 -70.9 17.500 0.0 -4.8 0.0 0.0 0.0 -61.8 20.000 0.0 -7.1 0.0 0.0 0.0 -47.0 22.500 0.0 -9.5 0.0 0.0 0.0 -26.4 25.000 -0.0 -11.9 -0.0 -0.0 -0.0 -0.0 3:SEISMIC 1 0.000 0.0 10.8 0.0 0.0 0.0 0.0 2.500 0.0 6.5 0.0 0.0 0.0 -24.1 5.000 0.0 -10.8 0.0 0.0 0.0 -21.5 7.500 0.0 -10.8 0.0 0.0 0.0 5.6 10.000 0.0 -10.8 0.0 0.0 0.0 32.6 12.500 0.0 -10.8 0.0 0.0 0.0 59.7 15.000 0.0 -6.9 0.0 0.0 0.0 80.3 17.500 0.0 8.7 0.0 0.0 0.0 65.1 20.000 0.0 8.7 0.0 0.0 0.0 43.4 22.500 0.0 8.7 0.0 0.0 0.0 21.7 25.000 -0.0 8.7 -0.0 -0.0 -0.0 -0.0 4:SEISMIC 2 0.000 0.0 25.3 0.0 0.0 0.0 0.0 2.500 0.0 19.2 0.0 0.0 0.0 -59.2 5.000 0.0 -5.3 0.0 0.0 0.0 -80.7 7.500 0.0 -5.3 0.0 0.0 0.0 -67.5 10.000 0.0 -5.3 0.0 0.0 0.0 -54.3 12.500 0.0 -5.3 0.0 0.0 0.0 -41.0 15.000 0.0 -4.8 0.0 0.0 0.0 -28.7 17.500 0.0 -2.8 0.0 0.0 0.0 -20.9 20.000 0.0 -2.8 0.0 0.0 0.0 -13.9 Print Time/Date:02/03/2012 10:01 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 12 of 16 Existing concrete beam ingiii' Job No Sheet No Rev 409421 13 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Exst beam (reduced live I Date/T'me 02-Mar-2012 09:52 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip ft) (kip-ft) 22.500 0.0 -2.8 0.0 0.0 0.0 -7.0 25,000 -0.0 -2.8 -0.0 -0.0 -0.0 -0.0 5:SEISMIC 3 0.000 0.0 27.2 0.0 0.0 0.0 0.0 2.500 0.0 22.9 _ 0.0 0.0 0.0 -65.2 5.000 0.0 5.6 0.0 0.0 0.0 -103.7 7.500 0.0 5.6 0.0 0.0 0.0 -117.7 10.000 0.0 5.6 0.0 0.0 0.0 -131.8 12.500 0.0 5.6 0.0 0.0 0.0 -145.8 15.000 0.0 1.3 0.0 0.0 0.0 -152.6 17.500 0.0 -16.0 0.0 0.0 0.0 -119.9 20.000 0.0 -16.0 0.0 0.0 0.0 -79.9 22.500 0.0 -16.0 0.0 0.0 0.0 -40.0 25.000 -0.0 -16.0 -0.0 -0.0 -0.0 0.0 6:SEISMIC 4 0.000 0.0 10.1 0.0 0.0 0.0 0.0 2.500 0.0 10.6 0.0 0.0 0.0 -25.6 5.000 0.0 12.6 0.0 0.0 0.0 -54.2 7.500 0.0 12.6 0.0 0.0 0.0 -85.7 10.000 0.0 12.6 0.0 0.0 0.0 -117.2 12.500 0.0 12.6 0.0 0.0 0.0 -148.6 15.000 0.0 6.5 0.0 0.0 0.0 -169.9 17.500 0.0 -18.0 0.0 0.0 0.0 -135.1 20.000 0.0 -18.0 0.0 0.0 0.0 -90.0 22.500 0.0 -18.0 0.0 0.0 0.0 -45.0 25.000 _ -0.0 -18.0 -0.0 -0.0 -0.0 -0.0 7:SEISMIC 5 0.000 0.0 -8.1 0.0 0.0 0.0 0.0 2.500 0.0 -4.2 0.0 0.0 0.0 17.7 5.000 0.0 11.4 0.0 0.0 0.0 11.4 7.500 0.0 11.4 0.0 0.0 0.0 -17.0 10.000 0.0 11.4 0.0 0.0 0.0 -45.4 12.500 0.0 11.4 0.0 0.0 0.0 -73.9 15.000 0.0 7.0 0.0 0.0 0.0 -95.1 17.500 0.0 -10.2 0.0 0.0 0.0 -76.7 20.000 0.0 -10.2 0.0 0.0 0.0 -51.1 22.500 0.0 -10.2 0.0 0.0 0.0 -25.6 25.000 -0.0 -10.2 -0.0 -0.0 -0.0 -0.0 8:1.4D 0.000 0.0 94.6 0.0 0.0 0.0 0.0 2.500 0.0 78.2 0.0 0.0 0.0 -220.5 5.000 0.0 33.3 0.0 0.0 0.0 -365.7 7.500 0.0 26.3 0.0 0.0 0.0 -440.2 10.000 0.0 19.3 0.0 0.0 0.0 -497.7 12.500 0.0 12.3 0.0 0.0 0.0 -538.2 15.000 0.0 -4.2 0.0 0.0 0.0 -543.4 17.500 0.0 -49.0 0.0 0.0 0.0 -444.9 20.000 0.0 -56.0 0.0 0.0 0.0 -313.6 Print Time/Date:02/03/2012 10:01 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 13 of 16 Existing concrete beam Job No Sheet No Rev 409421 14 liOP Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Caent Durham WWTP(CWS) File Exst beam (reduced live I Date/Time 02-Mar-2012 09:52 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip ft) (kip-ft) 22.500 0.0 -63.0 0.0 0.0 0.0 -165.3 25.000 -0.0 -70.0 -0.0 -0.0 -0.0 -0.0 9:1.2D+1.6L 0.000 0.0 100.1 0.0 0.0 0.0 0.0 2.500 0.0 82.2 0.0 0.0 0.0 -231.2 5.000 0.0 39.9 0.0 0.0 0.0 -388.6 7.500 0.0 30.1 0.0 0.0 0.0 -476.3 10.000 0.0 20.3 0.0 0.0 0.0 -540.1 12.500 0.0 10.5 0.0 0.0 0.0 -580.0 15.000 0.0 -7.4 0.0 0.0 0.0 -579.3 17.500 0.0 -49.6 0.0 0.0 0.0 -480.3 20.000 0.0 -59.4 0.0 0.0 0.0 -344.0 22.500 0.0 -69.2 0.0 0.0 0.0 -183.9 25.000 -0.0 -79.0 -0.0 -0.0 -0.0 -0.0 10:1.2D+E(DIF 0.000 0.0 91.9 0.0 0.0 0.0 0.0 2.500 0.0 73.4 0.0 0.0 0.0 -213.1 5.000 0.0 17.7 0.0 0.0 0.0 -334.9 7.500 0.0 11.7 0.0 0.0 0.0 -3711 10.000 0.0 5.7 0.0 0.0 0.0 -393.9 12.500 0.0 -0.3 0.0 0.0 0.0 -401.6 15.000 0.0 -10.5 0.0 0.0 0.0 -385.5 17.500 0.0 -33.3 0.0 0.0 0.0 -316.3 20.000 0.0 -39.3 0.0 0.0 0.0 -225.4 22.500 0.0 -45.3 0.0 0.0 0.0 -120.0 25.000 -0.0 -51.3 -0.0 -0.0 -0.0 -0.0 11:1.2D+E(DIR 0.000 0.0 106.4 0.0 0.0 0.0 0.0 2.500 0.0 86.2 0.0 0.0 0.0 -248.2 5.000 0.0 23.3 0.0 0.0 0.0 -394.1 7.500 0.0 17.3 0.0 0.0 0.0 -444.8 10.000 0.0 11.3 0.0 0.0 0.0 -480.8 12.500 0.0 5.3 0.0 0.0 0.0 -502.3 15.000 0.0 -8.4 0.0 0.0 0.0 -494.5 17.500 0.0 -44.8 0.0 0.0 0.0 -402.2 20.000 0.0 -50.8 0.0 0.0 0.0 -282.7 22.500 0.0 -56.8 0.0 0.0 0.0 -148.7 25.000 -0.0 -62.8 _ -0.0 -0.0 -0.0 -0.0 12:1.2D+E(DIF 0.000 0.0 108.3 0.0 0.0 0.0 0.0 2.500 0.0 89.9 0.0 0.0 0.0 -254.2 5.000 0.0 34.2 0.0 0.0 0.0 -417.1 7.500 0.0 28.2 0.0 0.0 0.0 -495.0 10.000 0.0 22.2 0.0 0.0 0.0 -558.3 12.500 0.0 16.2 0.0 0.0 0.0 -607.1 15.000 0.0 -2.3 0.0 0.0 0.0 -618.4 17.500 0.0 -58.0 0.0 0.0 0.0 -501.2 20.000 0.0 -64.0 0.0 0.0 0.0 -348.7 Print Time/Date:02/03/201210:01 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 14 of 16 Existing concrete beam Job No Sheet No Rev 409421 15 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Exst beam (reduced live I Date/Time 02-Mar-2012 09:52 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip ft) (kip ft) (kip-ft) 22.500 0.0 -70.0 0.0 0.0 0.0 -181.7 25.000 -0.0 -76.0 -0.0 -0.0 -0.0 0.0 13:1.2D+E(DIF 0.000 0.0 91.2 0.0 0.0 0.0 0.0 2.500 0.0 77.6 0.0 0.0 0.0 -214.6 5.000 0.0 41.1 0.0 0.0 0.0 -367.6 7.500 0.0 35.1 0.0 0.0 0.0 -463.0 10.000 0.0 29.1 0.0 0.0 0.0 -543.7 12.500 0.0 23.1 0.0 0.0 0.0 -609.9 15.000 0.0 2.9 0.0 0.0 0.0 -635.7 17.500 0.0 -60.0 0.0 0,0 0.0 -516.4 20.000 0.0 -66.0 0.0 0.0 0.0 -358.9 22.500 0.0 -72.0 0.0 0.0 0.0 -186.7 25.000 -0.0 -78.0 -0.0 -0.0 -0.0 -0.0 14:1.2D+E(DIF 0.000 0.0 73.0 0.0 0.0 0.0 0.0 2.500 0.0 62.8 0.0 0.0 0.0 -171.3 5.000 0.0 39.9 0.0 0.0 0.0 -302.0 7.500 0.0 33.9 0.0 0.0 0.0 -394.3 10.000 0.0 27.9 0.0 0.0 0.0 -472.0 12.500 0.0 21.9 0.0 0.0 0.0 -535.2 15.000 0.0 3.5 0.0 0.0 0.0 -560.9 17.500 0.0 -52.2 0.0 0.0 0.0 -458.1 20.000 0.0 -58.2 0.0 0.0 0.0 -320.0 22.500 0.0 -64.2 0.0 0.0 0.0 -167.3 25.000 -0.0 -70.2 -0.0 -0.0 -0.0 -0.0 15:0.9D+E(DIF 0.000 0.0 71.6 0.0 0.0 0.0 0.0 2.500 0.0 56.7 0.0 0.0 0.0 -165.8 5.000 0.0 10.6 0.0 0.0 0.0 -256.6 7.500 0.0 6.1 0.0 0.0 0.0 -277.4 10.000 0.0 1.6 0.0 0.0 0.0 -287.3 12.500 0.0 -2.9 0.0 0.0 0.0 -286.3 15.000 0.0 -9.6 0.0 0.0 0.0 -269.1 17.500 0.0 -22.8 0.0 0.0 0.0 -220.9 20.000 0.0 -27.3 0.0 0.0 0.0 -158.2 22.500 0.0 -31.8 0.0 0.0 0.0 -84.6 25.000 -0.0 -36.3 -0.0 -0.0 -0.0 -0.0 16:0.9D+E(DIF 0.000 0.0 86.1 0.0 0.0 0.0 0.0 2.500 0.0 69.4 0.0 0.0 0.0 -201.0 5.000 0.0 16.1 0.0 0.0 0.0 -315.8 7.500 0.0 11.6 0.0 0.0 0.0 -350.4 10.000 0.0 7.1 0.0 0.0 0.0 -374.2 12.500 0.0 2.6 0.0 0.0 0.0 -387.0 15.000 0.0 -7.5 0.0 0.0 0.0 -378.0 17.500 0.0 -34.3 0.0 0.0 0.0 -306.9 20.000 0.0 -38.8 0.0 0.0 0.0 -215.5 Print Time/Date:02/03/201210:01 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 15 of 16 Existing concrete beam Job No Sheet No Rev 409421 16 4111% Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref BY T.Petty Date14-Feb-12 chd Client Durham WWTP(CWS) File Exst beam (reduced live I Date?ime 02-Mar-2012 09:52 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip ft) (kip-ft) (kip ft) 22.500 0.0 -43.3 0.0 0.0 0.0 -113.2 25.000 _ -0.0 -47.8 -0.0 -0.0 -0.0 -0.0 17:0.9D+E(DIF 0.000 0.0 88.0 0.0 0.0 0.0 0.0 2.500 0.0 73.1 0.0 0.0 0.0 -206.9 5.000 0.0 27.0 0.0 0.0 0.0 -338.8 7.500 0.0 22.5 0.0 0.0 0.0 -400.7 10.000 0.0 18.0 0.0 0.0 0.0 -451.7 12.500 0.0 13.5 0.0 0.0 0.0 -491.8 15.000 0.0 -1.4 0.0 0.0 0.0 -502.0 17.500 0.0 -47.5 0.0 0.0 0.0 -405.9 20.000 0.0 -52.0 0.0 0.0 0.0 -281.5 22.500 0.0 -56.5 0.0 0.0 0.0 -146.2 25.000 -0.0 -61.0 -0.0 -0.0 -0.0 0.0 18:0.9D+E(DIF 0.000 0.0 70.9 0.0 0.0 0.0 0.0 2.500 0.0 60.8 0.0 0.0 0.0 -167.3 5.000 0.0 34.0 0.0 0.0 0.0 -289.3 7.500 0.0 29.5 0.0 0.0 0.0 -368.7 10.000 0.0 25.0 0.0 0.0 0.0 -437.1 12.500 0.0 20.5 0.0 0.0 0.0 -494.6 15.000 0.0 3.8 0.0 0.0 0.0 -519.2 17.500 0.0 -49.5 0.0 0.0 0.0 -421.1 20.000 0.0 -54.0 0.0 0.0 0.0 -291.7 22.500 0.0 -58.5 0.0 0.0 0.0 -151.3 25.000 -0.0 -63.0 -0.0 -0.0 -0.0 -0.0 19:0.9D+E(DIF 0.000 0.0 52.7 0.0 0.0 0.0 0.0 2.500 0.0 46.0 0.0 0.0 0.0 -124.0 5.000 0.0 32.8 0.0 0.0 0.0 -223.7 7.500 0.0 28.3 0.0 0.0 0.0 -300.0 10.000 0.0 23.8 0.0 0.0 0.0 -365.4 12.500 0.0 19.3 0.0 0.0 0.0 -419.8 15.000 0.0 4.4 0.0 0.0 0.0 -444.4 17.500 0.0 -41.7 0.0 0.0 0.0 -362.7 20.000 0.0 -46.2 0.0 0.0 0.0 -252.8 22.500 0.0 -50.7 0.0 0.0 0.0 -131.9 25.000 -0.0 -55.2 -0.0 -0.0 -0.0 -0.0 Print Time/Date:02/03/2012 10:01 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 16 of 16 ART JOB 1Nr'ciamA;l+'}ON CZ GINEER DATE X+t�btflg)_concrete beam B NAME Durham Pearl 2000 support frame B CLIENT Durham WWTP (CWS) B NO 409421 GINEER NAME T.Petty D JOB INFORMATION PUT WIDTH 79 IT INCHES KIP INT COORDINATES 0 0 0; 2 300 0 0; KBER INCIDENCES 1 2; FINE MATERIAL START DTROPIC CONCRETE 3150 ISSON 0.17 NSITY 8.7e-005 PHA 5e-006 MP 0.05 PE CONCRETE RENGTH FCU 4 DTROPIC STEEL 29000 ISSON 0.3 NSITY 0.000283 PHA 6e-006 HP 0.03 PE STEEL RENGTH FY 36 FU 58 RY 1.5 RT 1.2 D DEFINE MATERIAL KBER PROPERTY AMERICAN PRIS YD 42 ZD 18 NSTANTS TERIAL CONCRETE ALL PPORTS 2 PINNED IT FEET KIP AD 1 LOADTYPE Dead TITLE DEAD KBER LOAD UNI GY -2 CON GY -33.8 3.5 CON GY -33.8 15 AD 2 LOADTYPE Live TITLE LIVE KBER LOAD UNI GY -0.95 AD 3 LOADTYPE Seismic TITLE SEISMIC 1 KBER LOAD CON GY -21.6 3.5 CON GY 19.5 15 AD 4 LOADTYPE Seismic TITLE SEISMIC 2 YIBER LOAD CON GY -30.6 3.5 CON GY 2.5 15 AD 5 LOADTYPE Seismic TITLE SEISMIC 3 KBER LOAD CON GY -21.6 3.5 CON GY -21.6 15 AD 6 LOADTYPE Seismic TITLE SEISMIC 4 KBER LOAD CON GY 2.5 3.5 CON GY -30.6 15 AD 7 LOADTYPE Seismic TITLE SEISMIC 5 HBER LOAD CON GY 19.5 3.5 CON GY -21.6 15 AD COMB 8 1.4D 1.4 AD COMB 9 1.2D+1.6L 1.2 2 1.6 AD COMB 10 1.2D+E(DIR1) 1.2 3 1.0 AD COMB 11 1.2D+E(DIR2) 1.2 4 1.0 AD COMB 12 1.2D+E(DIR3) 1.2 5 1.0 AD COMB 13 1.2D+E(DIR4) 1.2 6 1.0 AD COMB 14 1.2D+E(DIR5) All COME 15 yll+ '.(D1R1) 0.9 3 1.0 `existing concrete beam AD COMB 16 0.9D+E(DIR2) 0.9 4 1.0 AD COMB 17 0.9D+E(DIR3) 0.9 5 1.0 AD COMB 18 0.9D+E(DIR4) 0.9 6 1.0 AD COMB 19 0.9D+E(DIR5) 0.9 7 1.0 RFORM ANALYSIS NISH vvitn surrening cyilnaer l;voa) Job No Sheet No Rev 409421 1 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref BY T.Petty Date'4-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Datemme 01-Mar-2012 14:15 Job Information Engineer Checked Approved Name: T.Petty Date: 14-Feb-12 Structure Type I SPACE FRAME Number of Nodes 34 Highest Node 34 Number of Elements _ 32 Highest Beam 503 Number of Plates 24 Highest Plate 623 Number of Basic Load Cases 6 Number of Combination Load Cases 11 Included in this rintout are data for: All I The Whole Structure I Included in this printout are results for load cases: Type L/C Name Primary 1 DEAD Primary 2 SEISMIC 1 Primary 3 SEISMIC 2 Primary 4 SEISMIC 3 Primary 5 SEISMIC 4 Primary 6 SEISMIC 5 Combination 7 LRFD 1 Combination 8 LRFD 2A Combination 9 LRFD 2B Combination 10 LRFD 2C Combination 11 LRFD 2D Combination 12 LRFD 2E Combination 13 LRFD 3A Combination 14 LRFD 3B Combination 15 LRFD 3C Combination 16 LRFD 3D Combination 17 LRFD 3E Print Time/Date:01/03/2012 14:58 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 1 of 6 vvitn stiffening cynnaer woa) Fp-, Job No Sheet No Rev 409421 2 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Date/Tme 01-Mar-2012 14:15 Nodes Node X Y Z (ft) (ft) (ft) 1 0.000 0.000 0.000 2 11.500 0.000 0.000 3 0.000 0.000 11.500 4 11.500 0.000 11.500 5 0.000 2.330 0.000 6 3.368 2.330 0.000 7 5.750 2.330 0.000 8 8.132 2.330 0.000 9 11.500 2.330 0.000 10 1.684 2.330 1.684 11 9.816 2.330 1.684 12 0.000 2.330 3.368 13 11.500 2.330 3.368 14 0.000 2.330 5.917 15 11.500 2.330 5.917 16 0.000 2.330 8.132 17 11.500 2.330 8.132 18 1.684 2.330 9.816 19 9.816 2.330 9.816 20 0.000 2.330 11.500 21 3.368 2.330 11.500 22 5.750 2.330 11.500 23 8.132 2.330 11.500 24 11.500 2.330 11.500 25 5.750 12.330 0.000 26 1.684 12.330 1.684 27 9.816 12.330 1.684 28 0.000 12.330 5.917 29 11.500 12.330 5.917 30 1.684 12.330 9.816 31 9.816 12.330 9.816 32 5.750 12.330 11.500 33 5.750 12.330 5.750 34 5.750 2.330 5.750 Print Time/Date:01/03/2012 14:58 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 2 of 6 vvitn stiffening cyiinaer kvna) Job No Sheet No -Rev r A409421 3 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) F°e Support frame v6.std Date/TTme 01-Mar-2012 14:15 Beams Beam Node A Node B Length Property 13 (ft) (degrees) 1 12 10 2.382 2 0 2 10 6 2.382 2 0 3 8 11 2.382 2 0 4 11 13 2.382 2 0 5 18 16 2.382 2 0 6 21 18 2.382 2 0 7 19 23 2.382 2 0 8 17 19 2.382 2 0 10 5 1 2.330 3 90 11 9 2 2.330 3 90 12 20 3 2.330 3 90 13 24 4 2.330 3 90 100 5 6 3.368 2 0 101 6 7 2.382 2 0 102 7 8 2.382 2 0 103 8 9 3.368 2 0 200 20 21 3.368 2 0 201 21 22 2.382 2 0 202 22 23 2.382 2 0 203 23 24 3.368 2 0 300 5 12 3.368 2 0 301 12 14 2.548 2 0 302 14 16 2.215 2 0 303 16 20 3.368 2 0 400 9 13 3.368 2 0 401 13 15 2.548 2 0 402 15 17 2.215 2 0 403 17 24 3.368 2 0 500 1 2 11.500 4 0 501 1 3 11.500 4 0 502 2 4 11.500 4 0 503 3 4 11.500 4 0 Print Time/Date:01/03/2012 14:58 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 3 of 6 vvitn stlrrening cylinder woad �� Job No Sheet No Rev 409421 4 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Daternme 01-Mar-2012 14:15 Plates Plate Node A Node B Node C Node D Property 600 34 11 7 1 601 34 15 11 1 602 34 19 15 1 603 34 22 19 1 604 34 18 22 1 605 34 14 18 1 606 34 10 14 1 607 34 7 10 1 608 14 18 30 28 1 609 18 22 32 30 1 610 22 19 31 32 1 611 19 15 29 31 1 612 15 11 27 29 1 613 11 7 25 27 1 614 7 10 26 25 1 615 10 14 28 26 1 616 33 27 25 1 617 33 29 27 1 618 33 31 29 1 619 33 32 31 1 620 33 30 32 1 621 33 28 30 1 622 33 26 28 1 623 33 25 26 1 Section Properties Prop Section Area In In J Material (in2) (in4) (in4) (in4) 2 W12X40 11.800 44.100 310.000 0.827 STEEL 3 W10X45 13.300 53.400 248.000 1.410 STEEL 4 HSST2X2X0.25 1.510 0.747 0.747 1.285 STEEL Plate Thickness Prop Node A Node B Node C Node D Material (in) (in) (in) (in) 1 2.040 2.040 2.040 2.040 STEEL Print Tme/Date:01/03/2012 14:58 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 4 of 6 vvitn stiffening cynnaer (veal Fp-, Job No Sheet No Rev 409421 5 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File support frame v6.std Date'Time 01-Mar-2012 14:15 Materials Mat Name E v Density a (kip/in2) (kip/in3) (1°F) 1 STEEL 29E+3 0.300 0.000 6E-6 2 STAINLESSSTEEL 28E+3 0.300 0.000 10E-6 3 ALUMINUM 10E+3 0.330 0.000 13E-6 4 CONCRETE 3.15E+3 0.170 0.000 5E-6 Supports Node X Y Z rX rY rZ (kip/in) (kip/in) (kip/in) (kip-ft/deg) (kip-ft/deg) (kip-ft/deg) 1 Fixed Fixed Fixed - - - 2 I - Fixed Fixed - - - 3 Fixed Fixed - - - - 4 - Fixed - - - - Releases Beam ends not shown in this table are fixed in all directions. Beam Node x y z rx ry rz 1 12 Fixed Fixed Fixed Fixed Pin Fixed 2 6 Fixed Fixed Fixed Fixed Pin Fixed 3 8 Fixed Fixed Fixed Fixed Pin Fixed 4 13 Fixed Fixed Fixed Fixed Pin Fixed 5 16 Fixed Fixed Fixed Fixed Pin Fixed 6 21 Fixed Fixed Fixed Fixed Pin Fixed 7 23 Fixed Fixed Fixed Fixed Pin Fixed 8 17 Fixed Fixed Fixed Fixed Pin Fixed Basic Load Cases Number Name 1 DEAD 2 SEISMIC 1 3 SEISMIC 2 4 SEISMIC 3 5 SEISMIC 4 6 SEISMIC 5 Print Time/Date:01/03/2012 14:58 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 5 of 6 vvitri suiierung eylinaer woad pip_ Job No Sheet No Rev 409421 6 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Date,Time 01-Mar-2012 14:15 Combination Load Cases Comb. Combination L/C Name Primary Primary L/C Name Factor 7 LRFD 1 1 DEAD 1.40 8 LRFD 2A 1 DEAD 1.20 2 SEISMIC 1 1.00 9 LRFD 28 1 DEAD 1.20 3 SEISMIC 2 1.00 10 LRFD 2C 1 DEAD 1.20 4 SEISMIC 3 1.00 11 LRFD 2D 1 DEAD 1.20 5 SEISMIC 4 1.00 12 LRFD 2E 1 DEAD 1.20 6 SEISMIC 5 1.00 13 LRFD 3A 1 DEAD 0.90 2 SEISMIC 1 1.00 14 LRFD 38 1 DEAD 0.90 3 SEISMIC 2 1.00 15 LRFD 3C 1 DEAD 0.90 4 SEISMIC 3 1.00 16 LRFD 3D 1 DEAD 0.90 5 SEISMIC 4 1.00 17 LRFD 3E 1 DEAD 0.90 6 SEISMIC 5 1.00 II II Frame with stiffening cylinder Print Time/Date:01/03/2012 14:58 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 6 of 6 vvitri stinening cylinaer woad 'PP-- - Job No Sheet No Rev 409421 1 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Date/Time 01-Mar-2012 14:15 Reaction Summary Horizontal Vertical Horizontal Moment Node L/C FX FY FZ MX MY MZ (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) Max FX 1 4:SEISMIC 3 22.5 21.6 1.4 0.000 0.000 0.000 Min FX 1 6:SEISMIC 5 -0.9 -19.5 -22.1 0.000 0.000 0.000 Max FY 4 1:DEAD 0.0 33.8 0.0 0.000 0.000 0.000 Min FY 2 5:SEISMIC 4 0.0 -35.8 -15.2 0.000 0.000 0.000 Max FZ 1 2:SEISMIC 1 0.9 21.5 22.1 0.000 0.000 0.000 Min FZ 1 6:SEISMIC 5 -0.9 -19.5 -22.1 0.000 0.000 0.000 Max MX 1 1:DEAD 0.0 33.3 0.0 0.000 0.000 0.000 Min MX 1 1:DEAD 0.0 33.3 0.0 0.000 0.000 0.000 Max MY 1 1:DEAD 0.0 33.3 0.0 0.000 0.000 0.000 Min MY 1 1:DEAD 0.0 33.3 0.0 0.000 0.000 0.000 Max MZ 1 1:DEAD 0.0 33.3 0.0 0.000 0.000 0.000 Min MZ 1 1:DEAD 0.0 33.3 0.0 0.000 0.000 0.000 PrintTme/Date:01/03/2012 14:59 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 1 of vvitn surrening cylinoer kvoa) pp-4 Job No Sheet No Rev 409421 1 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Datc14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Date/rime 01-Mar-2012 14:15 Reaction Summary Horizontal Vertical Horizontal Moment Node L/C FX FY FZ MX MY MZ , (kip) (kip) (kip) (kip ft) (kip-ft) (kip ft) Max FX 1 10:LRFD 2C 22.5 61.5 1.4 0.000 0.000 0.000_ Min FX 3 8:LRFD 2A -0.9 21.1 0.0 0.000 0.000 0.000 Max FY 3 11:LRFD 2D 14.5 71.1 0.0 0.000 0.000 0.000 Min FY 2 16:LRFD 3D 0.0 -5.8 -15.2 0.000 0.000 0.000 Max FZ 1 8:LRFD 2A 0.9 61.4 22.1 0.000 0.000 0.000 Min FZ 1 17:LRFD 3E -0.9 10.5 -22.1 0.000 0.000 0.000 Max MX 1 7:LRFD 1 0.0 46.6 0.0 0.000 0.000 0.000 Min MX 1 7:LRFD 1 0.0 46.6 0.0 0.000 0.000 0.000 Max MY 1 7:LRFD 1 0.0 46.6 0.0 0.000 0.000 0.000 Min MY 1 7:LRFD 1 0.0 46.6 0.0 0.000 0.000 0.000 Max MZ 1 7:LRFD 1 0.0 46.6 0.0 0.000 0.000 0.000 Min MZ 1 7:LRFD 1 0.0 46.6 0.0 0.000 0.000 0.000 Print Time/Date:01/03/2012 14:59 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 1 of 1 vvitn surrening cyiinuer wna) poi, Job No Sheet No Rev 409421 1 AMP Software licensed to CH2M HILL Part I Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Datemme 01-Mar-2012 14:15 Beam Force Detail Summary Sign convention as diagrams:-positive above line,negative below line except Fx where positive is compression. Distance d is given from beam end A. Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip ft) (kip'ft) Max Fx 300 9:LRFD 2B 0.000 28.6 36.6 -0.1 0.036 0.569 67.111 Min Fx 400 16:LRFD 3D 0.000 -5.0 -3.4 0.0 0.010 0.073 -11.725 Max Fy 300 9:LRFD 2B 0.000 28.6 36.6 -0.1 0.036 0.569 67.111 Min Fy 303 11:LRFD 2D 3.368 24.0 -36.8 0.1 -0.029 0.515 56.165 Max Fz 401 8:LRFD 2A 0.000 25.8 5.4 0.5 0.122 -0.334 -49.792 Min Fz 301 8:LRFD 2A 0.000 26.9 5.8 -0.5 -0.123 0.349 -49.110 Max Mx 302 11:LRFD 2D 0.000 23.1 -6.8 0.4 0.159 -0.839 -82.183 Min Mx 201 11:LRFD 2D 0.000 19.8 4.9 -0.3 -0.150 -0.062 -65.887 Max My 401 8:LRFD 2A 2.548 25.8 5.3 0.5 0.122_ 0.940 -63.357 Min My 301 8:LRFD 2A 2.548 26.9 5.6 -0.5 -0.123 -1.007 -63.609 Max Mz 300 9:LRFD 2B 0.000 28.6 36.6 -0.1 0.036 0.569 67.111 Min Mz 302 11:LRFD 2D 0.000 23.1 -6.8 0.4 0.159 -0.839 -82.183 Print Time/Date:01/03/2012 15:00 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 1 of 1 vvitn surrening cylinaer kvoa) pa, Job No Sheet No Rev 409421 1 41110 . Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std IDatenime 01-Mar-2012 14:15 Beam Force Detail Summary Sign convention as diagrams:-positive above line,negative below line except Fx where positive is compression. Distance d is given from beam end A. Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip'ft) (kip-ft) Max Fx 3 10:LRFD 2C 0.000 0.5 6.5 -0.0 0.056 0.000 0.128 Min Fx 1 8:LRFD 2A 0.000 -1.2 28.4 0.5 0.139 0.000 0.348 Max Fy 1 9:LRFD 2B 0.000 -1.1 29.6 0.6 0.152 0.000 0.395 Min Fy 5 11:LRFD 2D 2.382 -0.8 -29.8 -0.4 -0.153 -0.000 0.420 Max Fz 1 9:LRFD 2B 0.000 -1.1 29.6 0.6 0.152 0.000 0.395 Min Fz 4 8:LRFD 2A 0.000 -1.2 -28.1 -0.5 -0.140 1.209 -66.723 Max Mx 6 11:LRFD 2D 0.000 -0.5 28.9 0.4 0.154 0.000 0.415 Min Mx 5 11:LRFD 2D 0.000 -0.8 -29.6 -0.4 -0.153 0.984 -70.330 Max My 1 9:LRFD 2B 2.382 -1.1 29.5 0.6 0.152 1.350 -69.973 Min My 4 16:LRFD 3D 0.000 0.4 3.7 0.1 0.001 -0.320 8.792 Max Mz 4 16:LRFD 3D 0.000 0.4 3.7 0.1 0.001 -0.320 8.792 Min Mz 5 11:LRFD 2D 0.000 -0.8 -29.6 -0.4 -0.153 0.984 -70.330 Print Time/Date:01/03/2012 15:00 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 1 of 1 vvitn stiffening cyiinaer woad Fop-, Job No Sheet No Rev 409421 1 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Datel4-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Daterrme 01-Mar-2012 14:15 Beam Force Detail Summary Sign convention as diagrams:-positive above line,negative below line except Fx where positive is compression. Distance d is given from beam end A. Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip'ft) (kip ft) Max Fx 12 11:LRFD 2D 2.330 71.0 24.1 20.7 0.001 0.238 -0.060 Min Fx 11 16:LRFD 3D 0.000 -5.9 5.0 3.6 -0.001 -8.371 11.736 Max Fy 12 11:LRFD 2D 0.000 70.9 24.1 20.7 0.001 -47.891 56.199 Min Fy 10 9:LRFD 2B 0.000 69.7 -28.9 21.3 -0.002 -49.437 -67.154 Max Fz 10 10:LRFD 2C 0.000 61.3 -21.3 22.2 -0.004 -51.393 -49.513 Min Fz 13 12:LRFD 2E 0.000 60.8 22.7 -13.2 0.001 30.768 52.681 Max Mx 13 16:LRFD 3D 0.000 27.8 10.2 -3.9 0.004 9.220 23.587 Min Mx 10 11:LRFD 2D 0.000 37.2 -9.7 13.7 -0.004 -31.689 -22.737 Max My 13 12:LRFD 2E 0.000 60.8 22.7 -13.2 0.001 30.768 52.681 Min My 10 10:LRFD 2C 0.000 61.3 -21.3 22.2 -0.004 -51.393 -49.513 Max Mz 12 11:LRFD 2D 0.000 70.9 24.1 20.7 0.001 -47.891 56.199 Min Mz 10 9:LRFD 2B 0.000 69.7 -28.9 21.3 -0.002 -49.437 -67.154 Print Time/Date:01/03/2012 15.01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 1 of 1 vvitn stinening cynnaer kvoa) Job No Sheet No _Rev 409421 1 Filiiii:1 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty DatE14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Date rime 01-Mar-2012 14:15 Beam Force Detail Summary Sign convention as diagrams:-positive above line,negative below line except Fx where positive is compression. Distance d is given from beam end A. Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip"ft) (kip"ft) (kip-ft) Max Fx 500 ' 16:LRFD 3D 0.000 3.6 0.1 -0.0 0.006 0.002 0.227 Min Fx 501 11:LRFD 2D 0.000 -24.1 0.0 -0.0 0.000 0.003 -0.016 Max Fy 500 10:LRFD 2C 0.000 0.3 0.1 0.0 0.005 0.000 0.340 Min Fy 501 12:LRFD 2E 11.500 -23.4 -0.0 0.0 -0.004 0.001 0.106 Max Fz 503 10:LRFD 2C 0.000 -0.8 0.1 0.0 -0.009 -0.009 0.307 Min Fz 502 14:LRFD 38 0.000 -1.6 0.0 -0.0 0.003 0.005 0.090 Max Mx 500 16:LRFD 3D 0.000 3.6 0.1 -0.0 0.006 0.002 0.227 Min Mx 503 10:LRFD 2C 0.000 -0.8 0.1 0.0 -0.009 -0.009 0.307 Max My 503 14:LRFD 3B 11.500 1.8 -0.0 0.0 -0.007 0.008 -0.085 Min My 503 10:LRFD 2C 0.000 -0.8 0.1 0.0 -0.009 -0.009 0.307 Max Mz 500 10:LRFD 2C 0.000 0.3 0.1 0.0 0.005 0.000 0.340 Min Mz 500 15:LRFD 3C 11.500 2.5 0.0 -0.0 0.005 -0.000 -0.185 Print Tme/Date:01/03/2012 15:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 1 of 1 vvitn stirrening cynnaer iavoa) Fly-, Job No Sheet No Rev 409421 1 Software licensed to CH2M HILL Part Job The Durham Pearl 2000 support frame Ref BY T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Datefine 01-Mar-2012 14:15 Beam Force Detail Sign convention as diagrams:-positive above line,negative below line except Fx where positive is compression. Distance d is given from beam end A. Axial Shear Torsion Bending Beam L/C d Fx Fy Fz ' Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 1 1:DEAD 0.000 -0.4 14.2 0.2 0.082 0.000 0.193 0.238 -0.4 14.2 0.2 0.082 0.052 -3.186 0.476 -0.4 14.2 0.2 0.082 0.104 -6.563 0.715 -0.4 14.2 0.2 0.082 0.156 -9.937 0.953 -0.4 14.2 0.2 0.082 0.208 -13.310 1.191 -0.4 14.1 0.2 0.082 0.260 -16.680 1.429 -0.4 14.1 0.2 0.082 0.312 -20.048 1.667 -0.4 14.1 0.2 0.082 0.364 -23.413 1.905 -0.4 14.1 0.2 0.082 0.416 -26.777 2.144 -0.4 14.1 0.2 0.082 0.468 -30.138 2.382 -0.4 14.1 0.2 0.082 0.520 -33.497 2:SEISMIC 1 0.000 -0.8 11.4 0.3 0.041 0.000 0.116 0.238 -0.8 11.4 0.3 0.041 0.065 -2.601 0.476 -0.8 11.4 0.3 0.041 0.130 -5.317 0.715_ -0.8 11.4 0.3 0.041 0.195 -8.034 0.953 -0.8 11.4 0.3 0.041 0.260 -10.750 1.191 -0.8 11.4 0.3 0.041 0.325 -13.467 1.429 -0.8 11.4 0.3 0.041 0.390 -16.183 1.667 -0.8 11.4 0.3 0.041 0.455 -18.900 1.905 -0.8 11.4 0.3 0.041 0.520 -21.616 2.144 -0.8 11.4 0.3 0.041 0.585 -24.333 2.382 -0.8 11.4 0.3 0.041 0.650 -27.049 3:SEISMIC 2 0.000 -0.6 12.6 0.3 0.053 0.000 0.163 0.238 -0.6 12.6 0.3 0.053 0.073 -2.831 0.476 -0.6 12.6 0.3 0.053 0.145 -5.825 0.715 -0.6 12.6 0.3 0.053 0.218 -8.819 0.953 -0.6 12.6 0.3 0.053 0.290 -11.813 1.191 -0.6 12.6 0.3 0.053 0.363 -14.807 1.429 -0.6 12.6 0.3 0.053 0.436 -17.801 1.667 -0.6 12.6 0.3 0.053 0.508 -20.795 _ 1.905 -0.6 12.6 0.3 0.053 0.581 -23.789 2.144 -0.6 12.6 0.3 0.053 0.653 -26.783 2.382 -0.6 _ 12.6 _ 0.3 0.053 0.726 -29.777 4:SEISMIC 3 0.000 -0.1 6.6 0.2 0.036 0.000 0.119 0.238 -0.1 6.6 0.2 0.036 0.039 -1.458 0.476 -0.1 6.6 0.2 0.036 0.078 -3.035 0.715 -0.1 6.6 0.2 0.036 0.118 -4.612 0.953 -0.1 6.6 0.2 0.036 0.157 -6.189 1.191 -0.1 6.6 0.2 0.036 0.196 -7.766 1.429 -0.1 6.6 0.2 0.036 0.235 -9.343 1.667 -0.1 6.6 0.2 0.036 0.274 -10.919 1.905 -0.1 6.6 0.2 0.036 0.314 -12.496 Print Tme/Date:01/03/2012 15:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 1 of 49 vvitn stirrening cynnuer r;vna) psi"! Job No Sheet No Rev 409421 2 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std IDate/Time 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip ft) (kip ft) (kip ft) 2.144 -0.1 6.6 0.2 0.036 0.353 -14.073 2.382 -0.1 6.6 0.2 0.036 0.392 -15.650 5:SEISMIC 4 0.000 0.4 -5.0 -0.1 -0.010 0.000 -0.013 0.238 0.4 -5.0 -0.1 -0.010 -0.016 1.172 0.476 0.4 -5.0 -0.1 -0.010 -0.032 2.358 0.715 0.4 -5.0 -0.1 -0.010 -0.048 3.544 0.953 0.4 -5.0 -0.1 -0.010 -0.063 4.729 1.191 0.4 -5.0 -0.1 -0.010 -0.079 5.915 1.429 0.4 -5.0 -0.1 -0.010 -0.095 7.101 1.667 0.4 -5.0 -0.1 -0.010 -0.111 8.286 _ _ 1.905 0.4 -5.0 -0.1 -0.010 -0.127 9.472 2.144 0.4 -5.0 -0.1 -0.010 -0.143 10.658 2.382 0.4 -5.0 -0.1 -0.010 -0.158 11.844 6:SEISMIC 5 0.000 0.7 -10.6 -0.3 -0.036 0.000 -0.104 0.238 0.7 -10.6 -0.3 -0.036 -0.062 2.412 0.476 0.7 -10.6 -0.3 -0.036 -0.124 4.927 0.715 0.7 -10.6 -0.3 -0.036 -0.186 7.443 0.953 0.7 -10.6 -0.3 -0.036 -0.248 9.958 1.191 0.7 -10.6 -0.3 -0.036 -0.310 12.474 1.429 0.7 -10.6 -0.3 -0.036 -0.372 14.989 1.667 0.7 -10.6 -0.3 -0.036 -0.434 17.505 1.905 0.7 -10.6 -0.3 -0.036 -0.496 20.020 2.144 0.7 -10.6 -0.3 -0.036 -0.558 22.536 2.382 0.7 -10.6 -0.3 -0.036 -0.620 25.051 2 1:DEAD 0.000 0.0 -13.5 -0.1 -0.078 0.327 -32.020 0.238 0.0 -13.5 -0.1 -0.078 0.294 -28.809 0.476 0.0 -13.5 -0.1 -0.078 0.262 -25.595 0.715 0.0 -13.5 -0.1 -0.078 0.229 -22.379 0.953 0.0 -13.5 -0.1 -0.078 0.196 -19.160 1.191 0.0 -13.5 -0.1 -0.078 0.164 -15.940 1.429 0.0 -13.5 -0.1 -0.078 0.131 -12.717 1.667 0.0 -13.5 -0.1 -0.078 0.098 -9.491 1.905 0.0 -13.6 -0.1 -0.078 0.065 -6.264 2.144 0.0 -13.6 -0.1 -0.078 0.033 -3.034 2.382 0.0 -13.6 -0.1 -0.078 -0.000 0.198 2:SEISMIC 1 0.000 0.1 -6.5 -0.1 -0.035 0.297 -15.322 0.238 0.1 -6.5 -0.1 -0.035 0.267 -13.777 0.476 0.1 -6.5 -0.1 -0.035 0.238 -12.233 0.715 0.1 -6.5 -0.1 -0.035 0.208 -10.688 0.953 0.1 -6.5 -0.1 -0.035 0.178 -9.143 1.191 0.1 -6.5 -0.1 -0.035 0.148 -7.599 1.429 0.1 -6.5 -0.1 -0.035 0.119 -6.054 1.667 0.1 -6.5 -0.1 -0.035 0.089 -4.509 1.905 0.1 -6.5 -0.1 -0.035 0.059 -2.965 Print Time/Date.01/03/2012 15:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 2 of 49 vvltn surrening cyilnaer tvoa) Fop-, Job No Sheet No Rev 409421 3 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Dat€14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Date,Tme 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip ft) (kip-ft) (kip-ft) 2.144 0.1 -6.5 -0.1 -0.035 0.030 -1.420 2.382 0.1 -6.5 -0.1 -0.035 -0.000 1 0.124 3:SEISMIC 2 0.000 -0.4 -11.8 -0.3 -0.051 0.636 -28.041 0.238 -0.4 -11.8 -0.3 -0.051 0.572 -25.220 0.476 -0.4 -11.8 -0.3 -0.051 0.509 -22.399 0.715 -0.4 -11.8 -0.3 -0.051 0.445 -19.579 0.953 -0.4 -11.8 -0.3 -0.051 0.382 -16.758 1.191 -0.4 -11.8 -0.3 -0.051 0.318 -13.937 1.429 -0.4 -11.8 -0.3 -0.051 0.254 -11.116 1.667 -0.4 -11.8 -0.3 -0.051 0.191 -8.296 1.905 -0.4 -11.8 -0.3 -0.051 0.127 -5.475 2.144 -0.4 -11.8 -0.3 -0.051 0.064 -2.654 2.382 -0.4 -11.8 -0.3 -0.051 -0.000 0.167 4:SEISMIC 3 0.000 -0.7 -10.5 -0.3 -0.038 0.613 -24.900 0.238 -0.7 -10.5 -0.3 -0.038 0.552 -22.398 0.476 -0.7 -10.5 -0.3 -0.038 0.491 -19.897 0.715 -0.7 -10.5 -0.3 -0.038 0.429 -17.395 0.953 -0.7 -10.5 -0.3 -0.038 0.368 -14.894 1.191 -0.7 -10.5 -0.3 -0.038 0.307 -12.393 1.429 -0.7 -10.5 -0.3 -0.038 0.245 -9.891 1.667 -0.7 -10.5 -0.3 -0.038 0.184 -7.390 1.905 -0.7 -10.5 -0.3 -0.038 0.123 -4.888 2.144 -0.7 -10.5 -0.3 -0.038 0.061 -2.387 2.382 -0.7 -10.5 -0.3 -0.038 -0.000 0.115 5:SEISMIC 4 0.000 -0.5 -2.2 -0.1 0.005 0.174 -5.235 0.238 -0.5 -2.2 -0.1 0.005 0.156 -4.714 0.476 -0.5 -2.2 -0.1 0.005 0.139 -4.193 0.715 -0.5 -2.2 -0.1 0.005 0.122 -3.672 0.953 -0.5 -2.2 -0.1 0.005 0.104 -3.150 1.191 -0.5 -2.2 -0.1 0.005 0.087 -2.629 1.429 -0.5 -2.2 -0.1 0.005 0.070 -2.108 1.667 -0.5 -2.2 -0.1 0.005 0.052 -1.587 1.905 -0.5 -2.2 -0.1 0.005 0.035 -1.066 2.144 -0.5 -2.2 -0.1 0.005 0.017 -0.544 2.382 -0.5 -2.2 -0.1 0.005 -0.000 -0.023 6:SEISMIC 5 0.000 -0.1 5.7 0.1 0.031 -0.273 13.357 0.238 -0.1 5.7 0.1 0.031 -0.245 12.010 0.476 -0.1 5.7 0.1 0.031 -0.218 10.663 0.715 -0.1 5.7 0.1 0.031 -0.191 9.316 0.953 -0.1 5.7 0.1 0.031 -0.164 7.969 1.191 -0.1 5.7 0.1 0.031 -0.136 6.622 1.429 -0.1 5.7 0.1 0.031 -0.109 5.275 1.667 -0.1 5.7 0.1 0.031 -0.082 3.928 1.905 -0.1 5.7 0.1 0.031 -0.055 2.581 Print Tme/Date:01/03/2012 15:01 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 3 of 49 vvitn stinening cylinaer woad pip-, Job No Sheet No Rev 409421 4 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Da1e14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std DateRme 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip ft) (kip ft) 2.144 -0.1 5.7 0.1 0.031 -0.027 1.235 2.382 -0.1 5.7 0.1 0.031 -0.000 -0.112 3 1:DEAD 0.000 0.0 13.6 0.1 0.078 0.000 0.198 0.238 0.0 13.6 0.1 0.078 0.033 -3.034 0.476 0.0 13.6 0.1 0.078 0.065 -6.263 0.715 0.0 13.5 0.1 0.078 0.098 -9.490 0.953 0.0 13.5 0.1 0.078 0.131 -12.715 1.191 0.0 13.5 0.1 0.078 0.163 -15.938 1.429 0.0 13.5 0.1 0.078 0.196 -19.158 1.667 0.0 13.5 0.1 0.078 0.229 -22.376 1.905 0.0 13.5 0.1 0.078 0.261 -25.592 2.144 0.0 13.5 0.1 0.078 0.294 -28.806 2.382 0.0 13.5 0.1 0.078 0.327 -32.017 2:SEISMIC 1 0.000 0.1 6.3 0.1 0.036 0.000 0.122 0.238 0.1 6.3 0.1 0.036 0.024 -1.387 0.476 0.1 6.3 0.1 0.036 0.048 -2.895 0.715 0.1 6.3 0.1 0.036 0.072 -4.403 0.953 0.1 6.3 0.1 0.036 0.096 -5.911 1.191 0.1 6.3 0.1 0.036 0.120 -7.419 1.429 0.1 6.3 0.1 0.036 0.144 -8.928 1.667 0.1 6.3 0.1 0.036 0.168 -10.436 1.905 0.1 6.3 0.1 0.036 0.192 -11.944 2.144 0.1 6.3 0.1 0.036 0.216 -13.452 2.382 0.1 6.3 0.1 0.036 0.240 -14.960 3:SEISMIC 2 0.000 0.4 -2.6 -0.1 -0.002 0.000 0.006 0.238 0.4 -2.6 -0.1 -0.002 -0.017 0.623 0.476 0.4 -2.6 -0.1 -0.002 -0.034 1.239 0.715 0.4 -2.6 -0.1 -0.002 -0.051 1.856 0.953 0.4 -2.6 -0.1 -0.002 -0.068 2.473 1.191 0.4 -2.6 -0.1 -0.002 -0.086 3.090 1.429 0.4 -2.6 -0.1 -0.002 -0.103 3.706 1.667 0.4 -2.6 -0.1 -0.002 -0.120 4.323 1.905 0.4 -2.6 -0.1 -0.002 -0.137 4.940 2.144 0.4 -2.6 -0.1 -0.002 -0.154 5.556 2.382 0.4 -2.6 -0.1 -0.002 -0.171 6.173 4:SEISMIC 3 0.000 0.5 -9.8 -0.2 -0.037 0.000 -0.110 0.238 0.5 -9.8 -0.2 -0.037 -0.047 2.232 0.476 0.5 -9.8 -0.2 -0.037 -0.095 4.573 0.715 0.5 -9.8 -0.2 -0.037 -0.142 6.914 0.953 0.5 -9.8 -0.2 -0.037 -0.190 9.255 1.191 0.5 -9.8 -0.2 -0.037 -0.237 11.596 1.429 0.5 -9.8 -0.2 -0.037 -0.285 13.937 1.667 0.5 -9.8 -0.2 -0.037 -0.332 16.279 1.905 0.5 -9.8 -0.2 -0.037 -0.380 18.620 PrintTme/Date:01/03/2012 15:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 4 of 49 vvltn surrening cylinaer kvoa) Fri jo-/ Job No Sheet No Rev 409421 5 _ Software licensed to CH2M HILL Part Job Ttle Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std DateTme 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.144 0.5 -9.8 -0.2 -0.037 -0.427 20.961 2.382 0.5 -9.8 -0.2 -0.037 -0.475 23.302 5:SEISMIC 4 0.000 0.3 -15.1 -0.2 -0.071 0.000 -0.213 0.238 0.3 -15.1 -0.2 _ -0.071 -0.059 3.376 0.476 0.3 -15.1 -0.2 -0.071 -0.117 6.965 0.715 0.3 -15.1 -0.2 -0.071 -0.176 10.554 0.953 0.3 -15.1 -0.2 -0.071 -0.234 14.143 1.191 0.3 -15.1 -0.2 -0.071 -0.293 17.732 1.429 0.3 -15.1 -0.2 -0.071 -0.351 21.321 1.667 0.3 -15.1 -0.2 -0.071 -0.410 24.910 1.905 0.3 -15.1 -0.2 -0.071 -0.468 28.499 2.144 0.3 -15.1 -0.2 -0.071 -0.527 32.088 2.382 0.3 -15.1 -0.2 -0.071 -0.585 35.677 6:SEISMIC 5 0.000 -0.1 -5.5 -0.1 -0.031 0.000 -0.109 0.238 -0.1 -5.5 -0.1 -0.031 -0.022 1.201 0.476 -0.1 -5.5 -0.1 -0.031 -0.043 2.511 0.715 -0.1 -5.5 -0.1 -0.031 -0.065 3.822 0.953 -0.1 -5.5 -0.1 -0.031 -0.086 5.132 1.191 -0.1 -5.5 -0.1 -0.031 -0.108 6.442 1.429 -0.1 -5.5 -0.1 -0.031 -0.130 7.753 1.667 -0.1 -5.5 -0.1 -0.031 -0.151 9.063 1.905 -0.1 -5.5 -0.1 -0.031 -0.173 10.373 2.144 -0.1 -5.5 -0.1 -0.031 -0.194 11.683 2.382 -0.1 -5.5 -0.1 -0.031 -0.216 12.994 4 1:DEAD 0.000 -0.4 -14.1 -0.2 -0.082 0.520 -33.494 0.238 -0.4 -14.1 -0.2 -0.082 0.468 -30.135 0.476 -0.4 -14.1 -0.2 -0.082 0.416 -26.774 0.715 -0.4 -14.1 -0.2 -0.082 0.364 -23.411 0.953 -0.4 -14.1 -0.2 -0.082 0.312 -20.046 1.191 -0.4 -14.1 -0.2 -0.082 0.260 -16.679 1.429 -0.4 -14.2 -0.2 -0.082 0.208 -13.309 1.667 -0.4 -14.2 -0.2 -0.082 0.156 -9.937 1.905 -0.4 -14.2 -0.2 -0.082 0.104 -6.562 2.144 -0.4 -14.2 -0.2 -0.082 0.052 -3.186 2.382 -0.4 -14.2 -0.2 -0.082 -0.000 0.193 2:SEISMIC 1 0.000 -0.7 -11.2 -0.2 -0.041 0.585 -26.531 0.238 -0.7 -11.2 -0.2 -0.041 0.527 -23.866 0.476 -0.7 -11.2 -0.2 -0.041 0.468 -21.202 0.715 -0.7 -11.2 -0.2 -0.041 0.410 -18.538 0.953 -0.7 -11.2 -0.2 -0.041 0.351 -15.873 1.191 -0.7 -11.2 -0.2 -0.041 0.293 -13.209 1.429 -0.7 -11.2 -0.2 -0.041 0.234 -10.545 1.667 -0.7 -11.2 -0.2 -0.041 0.176 -7.880 1.905 -0.7 -11.2 -0.2 -0.041 0.117 -5.216 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 5 of 49 vviin surreniny cyiinaer wna) poo-- Jab No Sheet No Rev 409421 6 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref BY T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std DateTme 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip'ft) 2.144 -0.7 -11.2 -0.2 -0.041 0.059 -2.551 2.382 -0.7 -11.2 -0.2 -0.041 -0.000 0.113 3:SEISMIC 2 0.000 -0.3 -3.1 -0.1 -0.003 0.140 -7.303 0.238 -0.3 -3.1 -0.1 -0.003 0.126 -6.573 0.476 -0.3 -3.1 -0.1 -0.003 0.112 -5.842 0.715 -0.3 -3.1 -0.1 -0.003 0.098 -5.112 0.953 -0.3 -3.1 -0.1 -0.003 0.084 -4.382 1.191 -0.3 -3.1 -0.1 -0.003 0.070 -3.652 1.429 -0.3 -3.1 -0.1 -0.003 0.056 -2.922 1.667 -0.3 -3.1 -0.1 -0.003 0.042 -2.192 1.905 -0.3 -3.1 -0.1 -0.003 0.028 -1.462 2.144 -0.3 -3.1 -0.1 -0.003 0.014 -0.732 2.382 -0.3 -3.1 -0.1 -0.003 -0.000 -0.002 4:SEISMIC 3 0.000 0.2 6.6 0.2 0.037 -0.369 15.702 0.238 0.2 6.6 0.2 0.037 -0.333 14.121 0.476 0.2 6.6 0.2 0.037 -0.296 12.540 0.715 0.2 6.6 0.2 0.037 -0.259 10.958 0.953 0.2 6.6 0.2 0.037 -0.222 9.377 1.191 0.2 6.6 0.2 0.037 -0.185 7.795 1.429 0.2 6.6 0.2 0.037 -0.148 6.214 1.667 0.2 6.6 0.2 0.037 -0.111 4.632 1.905 0.2 6.6 0.2 0.037 -0.074 3.051 2.144 0.2 6.6 0.2 0.037 -0.037 1.470 2.382 0.2 6.6 0.2 0.037 -0.000 -0.112 5:SEISMIC 4 0.000 0.7 16.4 0.3 0.075 -0.788 38.936 0.238 0.7 16.4 0.3 0.075 -0.709 35.022 0.476 0.7 16.4 0.3 0.075 -0.630 31.108 0.715 0.7 16.4 0.3 0.075 -0.551 27.193 0.953 0.7 16.4 0.3 0.075 -0.473 23.279 1.191 0,7 16.4 0.3 0.075 -0.394 19.364 1.429 0.7 16.4 0.3 0.075 -0.315 15.450 1.667 0.7 16.4 0.3 0.075 -0.236 11.536 1.905 0.7 16.4 0.3 0.075 -0.158 7.621 2.144 0.7 16.4 0.3 0.075 -0.079 3.707 2.382 0.7 16.4 0.3 0.075 -0.000 -0.208 6:SEISMIC 5 0.000 0.7 10.3 0.2 0.036 -0.555 24.531 0.238 0.7 10.3 0.2 0.036 -0.499 22.068 0.476 0.7 10.3 0.2 0.036 -0.444 19.605 0.715 0.7 10.3 0.2 0.036 -0.388 17.141 0.953 0.7 10.3 0.2 0.036 -0.333 14.678 1.191 0.7 10.3 0.2 0.036 -0.277 12.215 1.429 0.7 10.3 0.2 0.036 -0.222 9.752 1.667 0.7 10.3 0.2 0.036 -0.166 7.289 1.905 0.7 10.3 0.2 0.036 -0.111 4.826 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 6 of 49 vvitn stirrening cyiinaer wna) pop- Job No Sheet No 1 Rev 409421 7 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty DatE14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std DateITime 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.144 0.7 10.3 0.2 0.036 -0.055 2.362 2.382 0.7 10.3 0.2 0.036 -0.000 -0.101 5 1:DEAD 0.000 -0.4 -13.8 -0.2 -0.078 0.428 -32.850 0.238 -0.4 -13.8 -0.2 -0.078 0.385 -29.555 0.476 -0.4 -13.8 -0.2 -0.078 0.342 -26.258 0.715 -0.4 -13.9 -0.2 -0.078 0.300 -22.960 0.953 -0.4 -13.9 -0.2 -0.078 0.257 -19.658 1.191 -0.4 -13.9 -0.2 -0.078 0.214 -16.355 1.429 -0.4 -13.9 -0.2 -0.078 0.171 -13.049 1.667 -0.4 -13.9 -0.2 -0.078 0.128 -9.741 1.905 -0.4 -13.9 -0.2 -0.078 0.086 -6.431 2.144 -0.4 -13.9 -0.2 -0.078 0.043 -3.118 2.382 -0.4 -13.9 -0.2 -0.078 -0.000 0.196 2:SEISMIC 1 0.000 0.5 10.0 0.2 0.041 -0.392 23.738 0.238 0.5 10.0 0.2 0.041 -0.353 21.352 0.476 0.5 10.0 0.2 0.041 -0.314 18.967 0.715 0.5 10.0 0.2 0.041 -0.274 16.582 0.953 0.5 10.0 0.2 0.041 -0.235 14.196 1.191 0.5 10.0 0.2 0.041 -0.196 11.811 1.429 0.5 10.0 0.2 0.041 -0.157 9.425 1.667 0.5 10.0 0.2 0.041 -0.118 7.040 1.905 0.5 10.0 0.2 0.041 -0.078 4.654 2.144 0.5 10.0 0.2 0.041 -0.039 2.269 2.382 0.5 10.0 0.2 0.041 -0.000 -0.116 3:SEISMIC 2 0.000 0.4 2.8 0.0 0.006 -0.094 6.741 0.238 0.4 2.8 0.0 0.006 -0.085 6.067 0.476 0.4 2.8 0.0 0.006 -0.075 5.392 0.715 0.4 2.8 0.0 0.006 -0.066 4.718 0.953 0.4 2.8 0.0 0.006 -0.056 4.044 1.191 0.4 2.8 0.0 0.006 -0.047 3.369 1.429 0.4 2.8 0.0 0.006 -0.038 2.695 1.667 0.4 2.8 0.0 0.006 -0.028 2.020 1.905 0.4 2.8 0.0 0.006 -0.019 1.346 2.144 0.4 2.8 0.0 0.006 -0.009 0.672 2.382 0.4 2.8 0.0 0.006 -0.000 -0.003 4:SEISMIC 3 0.000 0.0 -6.2 -0.1 -0.034 0.269 -14.679 0.238 0.0 -6.2 -0.1 -0.034 0.242 -13.199 0.476 0.0 -6.2 -0.1 -0.034 0.215 -11.720 0.715 0.0 -6.2 -0.1 -0.034 0.188 -10.240 0.953 0.0 -6.2 -0.1 -0.034 0.161 -8.761 1.191 0.0 -6.2 -0.1 -0.034 0.134 -7.281 1.429 0.0 -6.2 -0.1 -0.034 0.108 -5.802 1.667 0.0 -6.2 -0.1 -0.034 0.081 -4.322 1.905 0.0 -6.2 -0.1 -0.034 0.054 -2.843 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 7 of 49 vvitn stirrening cyilinaer kvoa) pip, Job No Sheet No Rev 409421 8 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Date/Time 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.144 0.0 -6.2 -0.1 -0.034 0.027 -1.363 2.382 0.0 -6.2 -0.1 -0.034 -0.000 0.116 5:SEISMIC 4 0.000 -0.3 -13.1 -0.2 -0.060 0.470 -30.910 0.238 -0.3 -13.1 -0.2 -0.060 0.423 -27.801 0.476 -0.3 -13.1 -0.2 -0.060 0.376 -24.691 0.715 -0.3 -13.1 -0.2 -0.060 0.329 -21.582 0.953 -0.3 -13.1 -0.2 -0.060 0.282 -18.473 1.191 -0.3 -13.1 -0.2 -0.060 0.235 -15.363 1.429 -0.3 -13.1 -0.2 -0.060 0.188 -12.254 1.667 -0.3 -13.1 -0.2 -0.060 0.141 -9.144 1.905 -0.3 -13.1 -0.2 -0.060 0.094 -6.035 2.144 -0.3 -13.1 -0.2 -0.060 0.047 -2.925 2.382 -0.3 -13.1 -0.2 -0.060 -0.000 0.184 6:SEISMIC 5 0.000 -0.5 -10.9 -0.2 -0.046 0.417 -25.829 0.238 -0.5 -10.9 -0.2 -0.046 0.375 -23.233 0.476 -0.5 -10.9 -0.2 -0.046 0.333 -20.637 0.715 -0.5 -10.9 -0.2 -0.046 0.292 -18.041 0.953 -0.5 -10.9 -0.2 -0.046 0.250 -15.446 1.191 -0.5 -10.9 -0.2 -0.046 0.208 -12.850 1.429 -0.5 -10.9 -0.2 -0.046 0.167 -10.254 1.667 -0.5 -10.9 -0.2 -0.046 0.125 -7.658 1.905 -0.5 -10.9 -0.2 -0.046 0.083 -5.062 2.144 -0.5 -10.9 -0.2 -0.046 0.042 -2.467 2.382 -0.5 -10.9 -0.2 -0.046 -0.000 0.129 6 1:DEAD 0.000 -0.0 13.0 0.1 0.077 0.000 0.196 0.238 -0.0 13.0 0.1 0.077 0.034 -2.906 0.476 -0.0 13.0 0.1 0.077 0.067 -6.006 0.715 -0.0 13.0 0.1 0.077 0.101 -9.103 0.953 -0.0 13.0 0.1 0.077 0.135 -12.199 1.191 -0.0 13.0 0.1 0.077 0.168 -15.292 1.429 -0.0 13.0 0.1 0.077 0.202 -18.382 1.667 -0.0 13.0 0.1 0.077 0.236 -21.471 1.905 -0.0 13.0 0.1 0.077 0.269 -24.557 2.144 -0.0 12.9 0.1 0.077 0.303 -27.641 2.382 -0.0 12.9 0.1 0.077 0.337 -30.723 2:SEISMIC 1 0.000 0.1 -6.8 -0.1 -0.040 0.000 -0.117 0.238 0.1 -6.8 -0.1 -0.040 -0.026 1.494 0.476 0.1 -6.8 -0.1 -0.040 -0.053 3.104 0.715 0.1 -6.8 -0.1 -0.040 -0.079 4.715 0.953 0.1 -6.8 -0.1 -0.040 -0.106 6.326 1.191 0.1 -6.8 -0.1 -0.040 -0.132 7.937 1.429 0.1 -6.8 -0.1 -0.040 -0.158 9.547 1.667 0.1 -6.8 -0.1 -0.040 -0.185 11.158 1.905 0.1 -6.8 -0.1 -0.040 -0.211 12.769 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 8 of 49 vvlin surrening cyiiriuer tvod) pp--, Jou No Sheet No Rev 409421 9 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref BY T.Petty Date14-Feb-12 Chd • Client Durham WWTP(CWS) File Support frame v6.std Date,Tme 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip ft) (kip-ft) (kip-ft) 2.144 0.1 -6.8 -0.1 -0.040 -0.238 14.380 2.382 0.1 -6.8 -0.1 -0.040 -0.264 15.991 3:SEISMIC 2 0.000 -0.4 2.0 0.1 -0.002 0.000 -0.008 0.238 -0.4 2.0 0.1 -0.002 0.018 -0.489 0.476 -0.4 2.0 0.1 -0.002 0.035 -0.971 0.715 -0.4 2.0 0.1 -0.002 0.053 -1.453 0.953 -0.4 2.0 0.1 -0.002 0.071 -1.935 1.191 -0.4 2.0 0.1 -0.002 0.089 _ -2.416 1.429 -0.4 2.0 0.1 -0.002 0.106 -2.898 1.667 -0.4 2.0 0.1 -0.002 0.124 -3.380 1.905 -0.4 2.0 0.1 -0.002 0.142 -3.862 _ 2.144 -0.4 2.0 0.1 -0.002 0.160 -4.344 2.382 -0.4 2.0 0.1 -0.002 0.177 -4.825 4:SEISMIC 3 0.000 -0.6 9.8 0.2 0.038 0.000 0.110 0.238 -0.6 9.8 0.2 0.038 0.053 -2.233 0.476 -0.6 9.8 0.2 0.038 0.106 -4.577 0.715 -0.6 9.8 0.2 0.038 0.158 -6.920 0.953 -0.6 9.8 0.2 0.038 0.211 -9.263 1.191 -0.6 9.8 0.2 0.038 0.264 -11.606 1.429 -0.6 9.8 0.2 0.038 0.317 -13.950 1.667 -0.6 9.8 0.2 0.038 0.370 -16.293 1.905 -0.6 9.8 0.2 0.038 0.423 -18.636 2.144 -0.6 9.8 0.2 0.038 0.475 -20.979 2.382 -0.6 9.8 0.2 0.038 0.528 -23.323 5:SEISMIC 4 0.000 -0.5 13.3 0.2 0.063 0.000 0.180 0.238 -0.5 13.3 0.2 0.063 0.057 -2.986 0.476 -0.5 13.3 0.2 0.063 0.114 -6.152 0.715 -0.5 13.3 0.2 0.063 0.170 -9.318 0.953 -0.5 13.3 0.2 0.063 0.227 -12.484 1.191 -0.5 13.3 0.2 0.063 0.284 -15.650 1.429 -0.5 13.3 0.2 0.063 0.341 -18.816 1.667 -0.5 13.3 0.2 0.063 0.398 -21.982 1.905 -0.5 13.3 0.2 0.063 0.454 -25.148 2.144 -0.5 13.3 0.2 0.063 0.511 -28.314 2.382 -0.5 13.3 0.2 0.063 0.568 -31.480 6:SEISMIC 5 0.000 -0.1 7.6 0.1 0.045 0.000 0.130 0.238 -0.1 7.6 0.1 0.045 0.029 -1.680 0.476 -0.1 7.6 0.1 0.045 0.058 -3.490 0.715 -0.1 7.6 0.1 0.045 0.087 -5.299 0.953 -0.1 7.6 0.1 0.045 0.116 -7.109 1.191 -0.1 7.6 0.1 0.045 0.145 -8.919 1.429 -0.1 7.6 0.1 0.045 0.174 -10.728 1.667 -0.1 7.6 0.1 0.045 0.203 -12.538 1.905 -0.1 7.6 0.1 0.045 0.232 -14.348 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 9 of 49 vvitn surrening cynnuer (vod) F.Jo_ Job No Sheet No Rev 409421 10 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref BY T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Date,Tme 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.144 -0.1 7.6 0.1 0.045 0.261 -16.158 2.382 -0.1 7.6 0.1 0.045 0.290 -17.967 7 1:DEAD 0.000 -0.0 -12.9 -0.1 -0.077 0.337 -30.725 0.238 -0.0 -12.9 -0.1 -0.077 0.303 -27.643 0.476 -0.0 -13.0 -0.1 -0.077 0.270 -24.559 0.715 -0.0 -13.0 -0.1 -0.077 0.236 -21.472 0.953 -0.0 -13.0 -0.1 -0.077 0.202 -18.384 1.191 -0.0 -13.0 -0.1 -0.077 0.169 -15.293 1.429 -0.0 -13.0 -0.1 -0.077 0.135 -12.200 1.667 -0.0 -13.0 -0.1 -0.077 0.101 -9.104 1.905 -0.0 -13.0 -0.1 -0.077 0.067 -6.006 2.144 -0.0 -13.0 -0.1 -0.077 0.034 -2.906 2.382 -0.0 -13.0 -0.1 -0.077 -0.000 0.196 2:SEISMIC 1 0.000 0.0 6.5 0.1 0.039 -0.211 15.298 0.238 0.0 6.5 0.1 0.039 -0.190 13.756 0.476 0.0 6.5 0.1 0.039 -0.169 12.215 0.715 0.0 6.5 0.1 0.039 -0.148 10.674 0.953 0.0 6.5 0.1 0.039 -0.127 9.133 1.191 0.0 6.5 0.1 0.039 -0.106 7.592 1.429 0.0 6.5 0.1 0.039 -0.085 6.051 1.667 0.0 6.5 0.1 0.039 -0.063 4.510 1.905 0.0 6.5 0.1 0.039 -0.042 2.969 2.144 0.0 6.5 0.1 0.039 -0.021 1.428 2.382 0.0 6.5 0.1 0.039 -0.000 -0.113 3:SEISMIC 2 0.000 0.3 11.2 0.2 0.054 -0.434 26.462 0.238 0.3 11.2 0.2 0.054 -0.391 23.800 0.476 0.3 11.2 0.2 0.054 -0.348 21.139 0.715 0.3 11.2 0.2 0.054 -0.304 18.477 0.953 0.3 11.2 0.2 0.054 -0.261 15.815 1.191 0.3 11.2 0.2 0.054 -0.217 13.153 1.429 0.3 11.2 0.2 0.054 -0.174 10.491 1.667 0.3 11.2 0.2 0.054 -0.130 7.829 1.905 0.3 11.2 0.2 0.054 -0.087 5.168 2.144 0.3 11.2 0.2 0.054 -0.043 2.506 2.382 0.3 11.2 0.2 0.054 -0.000 -0.156 4:SEISMIC 3 0.000 0.4 9.1 0.2 0.036 -0.403 21.662 0.238 0.4 9.1 0.2 0.036 -0.363 19.485 0.476 0.4 9.1 0.2 0.036 -0.322 17.309 0.715 0.4 9.1 0.2 0.036 -0.282 15.132 0.953 0.4 9.1 0.2 0.036 -0.242 12.956 1.191 0.4 9.1 0.2 0.036 -0.201 10.779 1.429 0.4 9.1 0.2 0.036 -0.161 8.602 1.667 0.4 9.1 0.2 0.036 -0.121 6.426 1.905 0.4 9.1 0.2 0.036 -0.081 4.249 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 10 ot49 vvitn stiffening cyiinaer kvoa) vi-% Job No Sheet No Rev 409421 11 Software licensed to CH2M HILL Part Job Time Durham Pearl 2000 support frame Ref BY T.Petty Date14-Feb-12 chd Client Durham WWTP(CWS) File Support frame v6.std Date/Time 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.144 0.4 9.1 0.2 0.036 -0.040 2.073 2.382 0.4 9.1 0.2 0.036 -0.000 -0.104 5:SEISMIC 4 0.000 0.2 3.1 0.0 0.002 -0.114 7.432 0.238 0.2 3.1 0.0 0.002 -0.102 6.688 0.476 0.2 3.1 0.0 0.002 -0.091 5.944 0.715 0.2 3.1 0.0 0.002 -0.080 5.200 0.953 0.2 3.1 0.0 0.002 -0.068 4.456 1.191 0.2 3.1 0.0 0.002 -0.057 3.712 1.429 0.2 3.1 0.0 0.002 -0.045 2.969 1.667 0.2 3.1 0.0 0.002 -0.034 2.225 1.905 0.2 3.1 0.0 0.002 -0.023 1.481 2.144 0.2 3.1 0.0 0.002 -0.011 0.737 2.382 0.2 3.1 r 0.0 0.002 -0.000 -0.007 6:SEISMIC 5 0.000 -0.0 -7.3 -0.1 -0.044 0.237 -17.272 0.238 -0.0 -7.3 -0.1 -0.044 0.214 -15.532 0.476 -0.0 -7.3 -0.1 -0.044 0.190 -13.792 0.715 -0.0 -7.3 -0.1 -0.044 0.166 -12.053 0.953 -0.0 -7.3 -0.1 -0.044 0.142 -10.313 1.191 -0.0 -7.3 -0.1 -0.044 0.119 -8.573 1.429 -0.0 -7.3 -0.1 -0.044 0.095 -6.833 1.667 -0.0 -7.3 -0.1 -0.044 0.071 -5.093 1.905 -0.0 -7.3 -0.1 -0.044 0.047 -3.354 2.144 -0.0 -7.3 -0.1 -0.044 0.024 -1.614 2.382 -0.0 -7.3 -0.1 -0.044 -0.000 0.126 8 1:DEAD 0.000 -0.4 13.9 0.2 0.078 0.000 0.196 0.238 -0.4 13.9 0.2 0.078 0.043 -3.119 0.476 -0.4 13.9 0.2 0.078 0.086 -6.432 0.715 -0.4 13.9 0.2 0.078 0.128 -9.743 0.953 -0.4 13.9 0.2 0.078 0.171 -13.051 1.191 -0.4 13.9 0.2 0.078 0.214 -16.358 1.429 -0.4 13.9 0.2 0,078 0.257 -19.662 1.667 -0.4 13.9 0.2 0.078 0.300 -22.963 1.905 -0.4 13.8 0.2 0.078 0.342 -26.263 2.144 -0.4 13.8 0.2 0.078 0.385 -29.560 2.382 -0.4 13.8 0.2 0.078 0.428 -32.855 2:SEISMIC 1 0.000 0.5 -9.8 -0.1 -0.041 0.000 -0.112 0.238 0.5 -9.8 -0.1 -0.041 -0.035 2.219 0.476 0.5 -9.8 -0.1 -0.041 -0.069 4.551 0.715 0.5 -9.8 -0.1 -0.041 -0.104 6.882 0.953 0.5 -9.8 -0.1 -0.041 -0.139 9.214 1.191 0.5 -9.8 -0.1 -0.041 -0.173 11.546 1.429 0.5 -9.8 -0.1 -0.041 -0.208 13.877 1.667 0.5 -9.8 -0.1 -0.041 -0.243 16.209 1.905 0.5 -9.8 -0.1 -0.041 -0.277 18.540 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 11 of 49 VVltrl stiliening eyiinaer kvOa) Fro; Job No Sheet No Rev 409421 12 Software licensed to CH2M HILL Part Job Ttle Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) F°e Support frame v6.std DateTme 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.144 0.5 -9.8 -0.1 -0.041 -0.312 20.872 2.382 0.5 -9.8 -0.1 -0.041 -0.347 23.204 3:SEISMIC 2 0.000 0.4 -11.4 -0.2 -0.054 0.000 -0.158 0.238 0.4 -11.4 -0.2 -0.054 -0.042 2.551 0.476 0.4 -11.4 -0.2 -0.054 -0.085 5.260 0.715 0.4 -11.4 -0.2 -0.054 -0.127 7.969 0.953 0.4 -11.4 -0.2 -0.054 -0.169 10.678 1.191 0.4 -11.4 -0.2 -0.054 -0.212 13.388 1.429 0.4 -11.4 -0.2 -0.054 -0.254 16.097 1.667 0.4 -11.4 -0.2 -0.054 -0.296 18.806 1.905 0.4 -11.4 -0.2 -0.054 -0.339 21.515 2.144 0.4 -11.4 -0.2 -0.054 -0.381 24.224 2.382 0.4 -11.4 -0.2 -0.054 -0.423 26.934 4:SEISMIC 3 0.000 0.1 -6.1 -0.1 -0.034 0.000 -0.108 0.238 0.1 -6.1 -0.1 -0.034 -0.025 1.339 0.476 0.1 -6.1 -0.1 -0.034 -0.050 2.786 0.715 0.1 -6.1 -0.1 -0.034 -0.075 4.233 0.953 0.1 -6.1 -0.1 -0.034 -0.100 5.680 1.191 0.1 -6.1 -0.1 -0.034 -0.125 7.127 1.429 0.1 -6.1 -0.1 -0.034 -0.150 8.575 1.667 0.1 -6.1 -0.1 -0.034 -0.175 10.022 1.905 0.1 -6.1 -0.1 -0.034 -0.200 11.469 2.144 0.1 -6.1 -0.1 -0.034 -0.225 12.916 _ 2.382 0.1 _ -6.1 -0.1 -0.034 -0.249 14.363 5:SEISMIC 4 0.000 -0.2 2.1 -0.0 -0.001 0.000 -0.011 0.238 -0.2 2.1 -0.0 -0.001 -0.000 -0.510 0.476 -0.2 2.1 -0.0 -0.001 -0.000 -1.010 0.715 -0.2 2.1 -0.0 -0.001 -0.000 -1.509 0.953 -0.2 2.1 -0.0 -0.001 -0.001 -2.009 1.191 -0.2 2.1 -0.0 -0.001 -0.001 -2.508 1.429 -0.2 2.1 -0.0 -0.001 -0.001 -3.008 1.667 -0.2 2.1 -0.0 -0.001 -0.001 -3.508 1.905 -0.2 2.1 -0.0 -0.001 -0.001 -4.007 2.144 -0.2 2.1 -0.0 -0.001 -0.001 -4.507 2.382 -0.2 2.1 -0.0 -0.001 -0.002 -5.006 6:SEISMIC 5 0.000 -0.5 10.7 0.2 0.046 0.000 0.125 0.238 -0.5 10.7 0.2 0.046 0.037 -2.417 0.476 -0.5 10.7 0.2 0.046 0.074 -4.958 0.715 -0.5 10.7 0.2 0.046 0.111 -7.500 0.953 -0.5 10.7 0.2 0.046 0.148 -10.042 1.191 -0.5 10.7 0.2 0.046 0.186 -12.584 1.429 -0.5 10.7 0.2 0.046 0.223 -15.126 1.667 -0.5 10.7 0.2 0.046 0.260 -17.668 1.905 -0.5 10.7 0.2 0.046 0.297 -20.209 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 12 of 49 vvitn surrening cyiinaer kvoa) Frop,--, Job No Sheet No Rev 409421 13 Software licensed to CH2M HILL Part Job Ttle Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Daternme 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip ft) (kip-ft) (kip-ft) 2.144 -0.5 10.7 0.2 0.046 0.334 -22.751 2.382 -0.5 10.7 0.2 0.046 0.371 -25.293 10 1:DEAD 0.000 33.1 -12.0 7.5 -0.001 -17.400 -27.994 0.233 33.1 -12.0 7.5 -0.001 -15.654 -25.191 0.466 33.1 -12.0 7.5 -0.001 -13.908 -22.388 0.699 33.1 -12.0 7.5 -0.001 -12.163 -19.585 0.932 33.2 -12.0 7.5 -0.001 -10.417 -16.782 1.165 33.2 -12.0 7.5 -0.001 -8.671 -13.979 1.398 33.2 -12.0 7.5 -0.001 -6.925 -11.176 1.631 33.2 -12.0 7.5 -0.001 -5.179 -8.373 1.864 33.2 -12.0 7.5 -0.001 -3.434 -5.570 2.097 33.2 -12.0 7.5 -0.001 -1.688 -2.767 2.330 33.2 -12.0 7.5 _ -0.001 0.058 0.036 2:SEISMIC 1 0.000 21.5 -14.0 4.5 0.000 -10.513 -32.420 0.233 21.5 -14.0 4.5 0.000 -9.460 -29.169 0.466 21.5 -14.0 4.5 0.000 -8.407 -25.918 0.699 21.5 -14.0 4.5 0.000 -7.354 -22.667 0.932 21.5 -14.0 4.5 0.000 -6.301 -19.416 1.165 21.5 -14.0 4.5 0.000 -5.248 -16.164 1.398 21.5 -14.0 4.5 0.000 -4.195 -12.913 1.631 21.5 -14.0 4.5 0.000 -3.142 -9.662 1.864 21.5 -14.0 4.5 0.000 -2.089 -6.411 2.097 21.5 -14.0 4.5 0.000 -1.036 -3.160 2.330 21.5 -14.0 4.5 0.000 0.017 0.092 3:SEISMIC 2 0.000 29.9 -14.4 12.3 -0.002 -28.557 -33.562 0.233 29.9 -14.4 12.3 -0.002 -25.681 -30.200 0.466 29.9 -14.4 12.3 -0.002 -22.805 -26.838 0.699 29.9 -14.4 12.3 -0.002 -19.929 -23.476 0.932 29.9 -14.4 12.3 -0.002 -17.053 -20.113 1.165 29.9 -14.4 12.3 -0.002 -14.177 -16.751 1.398 29.9 -14.4 12.3 -0.002 -11.301 -13.389 1.631 29.9 -14.4 12.3 -0.002 -8.425 -10.027 1.864 29.9 -14.4 12.3 -0.002 -5.549 -6.665 2.097 29.9 -14.4 12.3 -0.002 -2.673 -3.303 2.330 29.9 -14.4 12.3 -0.002 0.203 0.059 4:SEISMIC 3 0.000 21.5 -6.8 13.2 -0.003 -30.513 -15.921 0.233 21.5 -6.8 13.2 -0.003 -27.434 -14.329 0.466 21.5 -6.8 13.2 -0.003 -24.355 -12.738 0.699 21.5 -6.8 13.2 -0.003 -21.277 -11.147 0.932 21.5 -6.8 13.2 -0.003 -18.198 -9.555 1.165 21.5 -6.8 13.2 -0.003 -15.119 -7.964 1.398 21.5 -6.8 13.2 -0.003 -12.040 -6.373 1.631 21.5 -6.8 13.2 -0.003 -8.962 -4.781 1.864 21.5 -6.8 13.2 -0.003 -5.883 -3.190 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 13 of 49 vviin surrening cyilinaer kvoa) Job No Sheet No Rev 409421 14 eria ■.. Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Da1e14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Dale/Tine 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.097 21.5 -6.8 13.2 -0.003 -2.804 -1.599 2.330 21.5 -6.8 13.2 -0.003 0.274 -0.007 5:SEISMIC 4 0.000 -2.5 4.7 4.7 -0.004 -10.809 10.856 0.233 -2.5 4.7 4.7 -0.004 -9.710 9.764 0.466 -2.5 4.7 4.7 -0.004 -8.612 8.672 0.699 -2.5 4.7 4.7 -0.004 -7.513 7.580 0.932 -2.5 4.7 4.7 -0.004 -6.415 6.488 1.165 -2.5 4.7 4.7 -0.004 -5.317 5.396 1.398 -2.5 4.7 4.7 -0.004 -4.218 4.303 1.631 -2.5 4.7 4.7 -0.004 -3.120 3.211 1.864 -2.5 4.7 4.7 -0.004 -2.021 2.119 2.097 -2.5 4.7 4.7 -0.004 -0.923 1.027 2.330 -2.5 4.7 4.7 -0.004 0.176 I -0.065 6:SEISMIC 5 0.000 -19.4 13.2 -4.1 -0.000 9.447 30.632 0.233 -19.4 13.2 -4.1 -0.000 8.501 27.559 0.466 -19.4 13.2 -4.1 -0.000 7.554 24.487 0.699 -19.4 13.2 -4.1 -0.000 6.608 21.414 0.932 -19.4 13.2 -4.1 -0.000 5.662 18.342 1.165 -19.4 13.2 -4.1 -0.000 4.715 15.269 1.398 -19.4 13.2 -4.1 -0.000 3.769 12.197 1.631 -19.4 13.2 -4.1 -0.000 2.822 9.125 1.864 -19.4 13.2 -4.1 -0.000 1.876 6.052 2.097 -19.4 13.2 -4.1 -0.000 0.930 2.980 2.330 -19.4 13.2 -4.1 -0.000 -0.017 -0.093 11 1:DEAD 0.000 33.1 -12.0 -7.5 0.001 17.389 -27.981 0.233 33.1 -12.0 -7.5 0.001 15.645 -25.179 0.466 33.1 -12.0 -7.5 0.001 13.900 -22.378 0.699 33.1 -12.0 -7.5 0.001 12.155 -19.576 0.932 33.2 -12.0 -7.5 0.001 10.411 -16.774 1.165 33.2 -12.0 -7.5 0.001 8.666 -13.973 1.398 33.2 -12.0 -7.5 0.001 6.921 -11.171 1.631 33.2 -12.0 -7.5 0.001 5.176 -8.369 1.864 33.2 -12.0 -7.5 0.001 3.432 -5.567 2.097 33.2 -12.0 -7.5 0.001 1.687 -2.766 2.330 33.2 -12.0 -7.5 0.001 -0.058 0.036 2:SEISMIC 1 0.000 20.4 -12.8 -3.6 -0.001 8.357 -29.777 0.233 20.4 -12.8 -3.6 -0.001 7.522 -26.791 0.466 20.4 -12.8 -3.6 -0.001 6.688 -23.806 0.699 20.4 -12.8 -3.6 -0.001 5.853 -20.820 0.932 20.4 -12.8 -3.6 -0.001 5.019 -17.835 1.165 20.4 -12.8 -3.6 -0.001 4.184 -14.849 1.398 20.4 -12.8 -3.6 -0.001 3.350 -11.864 1.631 20.4 -12.8 -3.6 -0.001 2.515 -8.878 1.864 20.4 -12.8 -3.6 -0.001 1.681 -5.893 Print Time/Date,01/03,2012 15 01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 14 of 49 vvitn stirrening cyilnuer kvod) vorso-, Job No Sheet No Rev 409421 15 Software licensed to CH2M HILL Part Job-Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Date/Time 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.097 20.4 -12.8 i -3.6 -0.001 0.846 -2.907 2.330 _ 20.4 -12.8 -3.6 -0.001 0.012 0.079 3:SEISMIC 2 0.000 0.3 -3.9 4.0 -0.003 -9.179 -9.078 0.233 0.3 -3.9 4.0 -0.003 -8.244 -8.164 0.466 0.3 -3.9 4.0 -0.003 -7.308 -7.250 0.699 0.3 -3.9 4.0 -0.003 -6.373 -6.336 0.932 0.3 -3.9 4.0 -0.003 -5.437 -5.423 1.165 0.3 -3.9 4.0 -0.003 -4.502 -4.509 1.398 0.3 -3.9 4.0 -0.003 -3.566 -3.595 1.631 0.3 -3.9 4.0 -0.003 -2.631 -2.681 1.864 0.3 -3.9 4.0 -0.003 -1.695 -1.767 2.097 0.3 -3.9 4.0 -0.003 -0.760 -0.854 2.330 0.3 -3.9 4.0 -0.003 0.176 0.060 4:SEISMIC 3 0.000 -19.4 6.9 9.2 -0.003 -21.313 16.009 0.233 -19.4 6.9 9.2 -0.003 -19.158 14.409 0.466 -19.4 6.9 9.2 -0.003 -17.002 12.809 0.699 -19.4 6.9 9.2 -0.003 -14.847 11.209 0.932 -19.4 6.9 9.2 -0.003 -12.692 9.609 1.165 -19.4 6.9 9.2 -0.003 -10.537 8.009 1.398 -19.4 6.9 9.2 -0.003 -8.382 6.408 1.631 -19.4 6.9 9.2 -0.003 -6.226 4.808 1.864 -19.4 6.9 9.2 -0.003 -4.071 3.208 2.097 -19.4 6.9 9.2 -0.003 -1.916 1.608 2.330 -19.4 6.9 9.2 -0.003 0.239 0.008 5:SEISMIC 4 0.000 -35.7 15.9 10.4 -0.002 -24.022 36.919 0.233 -35.7 15.9 10.4 -0.002 -21.604 33.223 0.466 -35.7 15.9 10.4 -0.002 -19.186 29.527 0.699 -35.7 15.9 10.4 -0.002 -16.769 25.832 0.932 -35.7 15.9 10.4 -0.002 -14.351 22.136 1.165 -35.7 15.9 10.4 -0.002 -11.933 18.440 1.398 -35.7 15.9 10.4 -0.002 -9.516 14.744 1.631 -35.7 15.9 10.4 -0.002 -7.098 11.048 1.864 -35.7 15.9 10.4 -0.002 -4.680 7.352 2.097 -35.7 15.9 10.4 -0.002 -2.263 3.657 2.330 -35.7 15.9 10.4 -0.002 0.155 -0.039 6:SEISMIC 5 0.000 -18.4 12.0 3.1 0.001 -7.285 27.981 0.233 -18.4 12.0 3.1 0.001 -6.558 25.174 0.466 -18.4 12.0 3.1 0.001 -5.831 22.368 0.699 -18.4 12.0 3.1 0.001 -5.103 19.562 0.932 -18.4 12.0 3.1 0.001 -4.376 16.756 1.165 -18.4 12.0 3.1 0.001 -3.649 13.950 1.398 -18.4 12.0 3.1 0.001 -2.921 11.144 1.631 -18.4 12.0 3.1 0.001 -2.194 8.338 1.864 -18.4 12.0 3.1 0.001 -1.467 5.532 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 15 of 49 vvitn siirrening cyiinaer ivoa) pip-. Job No Sheet No -Rev 409421 16 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd C'e.nt Durham WWTP(CWS) File Support frame v6.std Date,Tme 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.097 -18.4 12.0 3.1 0.001 -0.739 2.726 2.330 -18.4 12.0 3.1 0.001 -0.012 -0.080 12 1:DEAD 0.000 33.6 12.0 7.4 0.000 -17.293 27.987 0.233 33.6 12.0 7.4 0.000 -15.558 25.185 0.466 33.6 12.0 7.4 0.000 -13.823 22.383 0.699 33.6 12.0 7.4 0.000 -12.088 19.581 0.932 33.6 12.0 7.4 0.000 -10.353 16.779 1.165 33.6 12.0 7.4 0.000 -8.618 13.977 1.398 33.6 12.0 7.4 0.000 -6.883 11.175 1.631 33.7 12.0 7.4 0.000 -5.148 8.373 1.864 33.7 12.0 7.4 0.000 -3.412 5.571 2.097 33.7 i 12.0 7.4 0.000 -1.677 2.769 ' 2.330 33.7 ' 12.0 7.4 0.000 _ 0.058 -0.033 2:SEISMIC 1 0.000 -19.4 -8.2 -4.7 0.001 11.037 -19.000 0.233 -19.4 -8.2 -4.7 0.001 9.932 -17.093 0.466 -19.4 -8.2 -4.7 0.001 8.827 -15.186 0.699 -19.4 -8.2 -4.7 0.001 7.721 -13.279 0.932 -19.4 -8.2 -4.7 0.001 6.616 -11.372 1.165 -19.4 -8.2 -4.7 0.001 5.510 -9.466 1.398 -19.4 -8.2 -4.7 0.001 4.405 -7.559 1.631 -19.4 -8.2 -4.7 0.001 3.300 -5.652 1.864 -19.4 -8.2 -4.7 0.001 2.194 -3.745 2.097 -19.4 -8.2 -4.7 0.001 1.089 -1.838 2.330 -19.4 -8.2 -4.7 0.001 -0.017 0.069 3:SEISMIC 2 0.000 0.3 -2.0 4.7 0.002 -10.904 -4.678 0.233 0.3 -2.0 4.7 0.002 -9.799 -4.204 0.466 0.3 -2.0 4.7 0.002 -8.693 -3.729 0.699 0.3 -2.0 4.7 0.002 -7.588 -3.255 0.932 0.3 -2.0 4.7 0.002 -6.482 -2.780 1.165 0.3 -2.0 4.7 0.002 -5.377 -2.306 1.398 0.3 -2.0 4.7 0.002 -4.271 -1.831 1.631 0.3 -2.0 4.7 0.002 -3.166 -1.357 1.864 0.3 -2.0 4.7 0.002 -2.060 -0.882 2.097 0.3 -2.0 4.7 0.002 -0.955 -0.408 2.330 0.3 -2.0 4.7 0.002 0.151 0.067 4:SEISMIC 3 0.000 20.4 5.4 11.8 0.001 -27.173 12.639 0.233 20.4 5.4 11.8 0.001 -24.432 11.378 0.466 20.4 5.4 11.8 0.001 -21.692 10.116 0.699 20.4 5.4 11.8 0.001 -18.951 8.855 0.932 20.4 5.4 11.8 0.001 -16.210 7.594 1.165 20.4 5.4 11.8 0.001 -13.470 6.333 1.398 20.4 5.4 11.8 0.001 -10.729 5.072 1.631 20.4 5.4 11.8 0.001 -7.989 3.811 1.864 20.4 5.4 11.8 0.001 -5.248 2.549 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 16 of 49 vvitn surrening cyiinaer woad Job No Sheet No Rev 409421 17 Software licensed to CH2M HILL Part Job Tt le Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Date/Time 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.097 20.4 5.4 11.8 0,001 -2.507 1.288 2.330 20.4 5.4 11.8 0.001 0.233 0.027 5:SEISMIC 4 0.000 30.6 9.7 11.7 0.001 -27.140 22.615 0.233 30.6 9.7 11.7 0.001 -24.409 20.352 0.466 30.6 9.7 11.7 0.001 -21.678 18.088 0.699 30.6 9.7 11.7 0.001 -18.947 15.824 0.932 30.6 9.7 11.7 0.001 -16.216 13.561 1.165 30.6 9.7 11.7 0.001 -13.486 11.297 1.398 30.6 9.7 11.7 0.001 -10.755 9.033 1.631 30.6 9.7 11.7 0.001 -8.024 6.770 1.864 30.6 9.7 11.7 0.001 -5.293 4.506 2.097 30.6 9.7 11.7 0.001 -2.562 2.242 2.330 30.6 9.7 11.7 0.001 0.169 -0.021 6:SEISMIC 5 0.000 21.5 9.0 5.2 -0.001 -12.166 20.796 0.233 21.5 9.0 5.2 -0.001 -10.948 18.709 0.466 21.5 9.0 5.2 -0.001 -9.730 16.623 0.699 21.5 9.0 5.2 -0.001 -8.511 14.537 0.932 21.5 9.0 5.2 -0.001 -7.293 12.450 1.165 21.5 9.0 5.2 -0.001 -6.075 10.364 1.398 21.5 9.0 5.2 -0.001 -4.856 8.278 1.631 21.5 9.0 5.2 -0.001 -3.638 6.192 1.864 21.5 9.0 5.2 -0.001 -2.420 4.105 2.097 21.5 9.0 5.2 -0.001 -1.202 2.019 2.330 21.5 9.0 5.2 -0.001 0.017 -0.067 13 1:DEAD 0.000 33.6 12.0 -7.5 -0.000 17.303 27.995 0.233 33.6 12.0 -7.5 -0.000 15.567 25.192 0.466 33.6 12.0 -7.5 -0.000 13.831 22.389 0.699 33.6 12.0 -7.5 -0.000 12.095 19.587 0.932 33.6 12.0 -7.5 -0.000 10.359 16.784 1.165 33.6 12.0 -7.5 -0.000 8.623 13.981 1.398 33.7 12.0 -7.5 -0.000 6.887 11.178 1.631 33.7 12.0 -7.5 -0.000 5.151 8.376 1.864 33.7 12.0 -7.5 -0.000 3.414 5.573 2.097 33.7 12.0 -7.5 -0.000 1.678 2.770 2.330 33.7 12.0 -7.5 -0.000 -0.058 -0.033 2:SEISMIC 1 0.000 -18.3 -7.4 3.8 -0.002 -8.881 -17.296 0.233 -18.3 -7.4 3.8 -0.002 -7.994 -15.561 0.466 -18.3 -7.4 3.8 -0.002 -7.107 -13.825 0.699 -18.3 -7.4 3.8 -0.002 -6.220 -12.089 0.932 -18.3 -7.4 3.8 -0.002 -5.333 -10.354 1.165 -18.3 -7.4 3.8 -0.002 -4.446 -8.618 1.398 -18.3 -7.4 3.8 -0.002 -3.559 -6.883 1.631 -18.3 -7.4 3.8 -0.002 -2.672 -5.147 1.864 -18.3 -7.4 3.8 -0.002 -1.786 -3.412 PrintTme/Date:01/03/2012 15:01 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 17of49 Vvltn stiffening eyiinaer kVtD a) pop-• Job No Sheet No Rev 409421 18 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std DateTme 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.097 -18.3 -7.4 3.8 -0.002 -0.899 -1.676 2.330 -18.3 -7.4 3.8 -0.002 -0.012 0.059 3:SEISMIC 2 0.000 -26.3 -9.2 8.5 0.000 -19.664 -21.443 0.233 -26.3 -9.2 8.5 0.000 -17.685 -19.297 _ 0.466 -26.3 -9.2 8.5 0.000 -15.705 -17.150 0.699 -26.3 -9.2 8.5 0.000 -13.725 -15.004 0.932 -26.3 -9.2 8.5 0.000 -11.745 -12.857 1.165 -26.3 -9.2 8.5 0.000 -9.765 -10.711 1.398 -26.3 -9.2 8.5 0.000 -7.785 -8.564 1.631 -26.3 -9.2 8.5 0.000 -5.805 -6.418 1.864 -26.3 -9.2 8.5 0.000 -3.826 -4.271 2.097 -26.3 -9.2 8.5 0.000 -1.846 -2.125 2.330 -26.3 -9.2 8.5 0.000 0.134 0.022 4:SEISMIC 3 0.000 -18.3 -5.5 8.2 0.002 -18.842 -12.727 0.233 -18.3 -5.5 8.2 0.002 -16.937 -11.457 0.466 -18.3 -5.5 8.2 0.002 -15.033 -10.187 0.699 -18.3 -5.5 8.2 0.002 -13.128 -8.917 0.932 -18.3 -5.5 8.2 0.002 -11.223 -7.647 1.165 -18.3 -5.5 8.2 0.002 -9.319 -6.377 1.398 -18.3 -5.5 8.2 0.002 -7.414 -5.107 1.631 -18.3 -5.5 8.2 0.002 -5.509 -3.837 1.864 -18.3 -5.5 8.2 0.002 -3.605 -2.567 2.097 -18.3 -5.5 8.2 0.002 -1.700 -1.297 2.330 -18.3 -5.5 8.2 0.002 0.204 -0.027 5:SEISMIC 4 0.000 -2.5 -0.7 2.8 0.005 -6.354 -1.608 0.233 -2.5 -0.7 2.8 0.005 -5.704 -1.453 ^ 0.466 -2.5 -0.7 2.8 0.005 -5.054 -1.299 0.699 -2.5 -0.7 2.8 0.005 -4.404 -1.144 0.932 -2.5 -0.7 2.8 0.005 -3.754 -0.989 1.165 -2.5 -0.7 2.8 0.005 -3.104 -0.834 1.398 -2.5 -0.7 2.8 0.005 -2.454 -0.680 1.631 -2.5 -0.7 2.8 0.005 -1.805 -0.525 1.864 -2.5 -0.7 2.8 0.005 -1.155 -0.370 2.097 -2.5 -0.7 2.8 0.005 -0.505 -0.215 2.330 -2.5 -0.7 2.8 0.005 0.145 -0.061 6:SEISMIC 5 0.000 20.5 8.2 -4.3 0.002 10.004 19.087 0.233 20.5 8.2 -4.3 0.002 9.004 17.172 0.466 20.5 8.2 -4.3 0.002 8.005 15.258 0.699 20.5 8.2 -4.3 0.002 7.006 13.343 0.932 20.5 8.2 -4.3 0.002 6.007 11.429 1.165 20.5 8.2 -4.3 0.002 5.008 9.514 1.398 20.5 8.2 -4.3 0.002 4.008 7.600 1.631 20.5 8.2 -4.3 0.002 3.009 5.686 1.864 20.5 8.2 -4.3 0.002 2.010 3.771 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 18 of 49 vvitn stiffening cyiinaer woad ' Job No Sheet No Rev 409421 19 IFA ' Part Software licensed to CH2M HILL Job Title Durham Pearl 2000 support frame Ref RY T.Petty Dat€14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std DateTime 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.097 20.5 8.2 -4.3 0.002 1.011 1.857 2.330 20.5 8.2 -4.3 0.002 0.012 -0.058 100 1:DEAD 0.000 7.4 15.4 0.1 -0.015 -0.232 17.389 0.337 7.4 15.4 0.1 -0.015 -0.195 12.205 0.674 7.4 15.4 0.1 -0.015 -0.158 7.027 1.010 7.4 15.4 0.1 -0.015 -0.121 1.852 1.347 7.4 15.3 0.1 -0.015 -0.084 -3.317 1.684 7.4 15.3 0.1 -0.015 -0.047 -8.483 2.021 7.4 15.3 0.1 -0.015 -0.010 -13.643 2.358 7.4 15.3 0.1 -0.015 0.027 -18.799 2.695 7.4 15.3 0.1 -0.015 0.064 -23.951 3.031 7.4 15.3 0.1 -0.015 0.101 -29.098 3.368 7.4 15.3 0.1 -0.015 0.138 -34.241 2:SEISMIC 1 0.000 4.5 i 8.3 0.1 -0.022 -0.202 10.501 0.337 4.5 8.3 0.1 -0.022 -0.161 7.712 0.674 4.5 8.3 0.1 -0.022 -0.121 4.923 1.010 4.5 8.3 0.1 -0.022 -0.081 2.135 1.347 4.5 8.3 0.1 -0.022 -0.040 -0.654 1.684 4.5 8.3 0.1 -0.022 0.000 -3.443 2.021 4.5 8.3 0.1 -0.022 0.041 -6.232 2.358 4.5 8.3 0.1 -0.022 0.081 -9.021 2.695 4.5 8.3 0.1 -0.022 0.122 -11.810 3.031 4.5 8.3 0.1 -0.022 0.162 -14.599 3.368 4.5 8.3 0.1 -0.022 0.203 -17.388 3:SEISMIC 2 0.000 12.3 14.5 0.1 -0.025 -0.293 28.534 0.337 12.3 14.5 0.1 -0.025 -0.262 23.658 0.674 12.3 14.5 0.1 -0.025 -0.231 18.782 1.010 12.3 14.5 0.1 -0.025 -0.200 13.907 1.347 12.3 14.5 0.1 -0.025 -0.170 9.031 1.684 12.3 14.5 0.1 -0.025 -0.139 4.155 2.021 12.3 14.5 0.1 -0.025 -0.108 -0.721 2.358 12.3 14.5 0.1 -0.025 -0.077 -5.597 2.695 12.3 14.5 0.1 -0.025 -0.046 -10.472 3.031 12.3 14.5 0.1 -0.025 -0.016 -15.348 3.368 12.3 14.5 0.1 -0.025 0.015 -20.224 4:SEISMIC 3 I 0.000 13.1 12.5 0.0 -0.014 -0.220 30.491 0.337 13.1 12.5 0.0 -0.014 -0.216 26.273 0.674 13.1 12.5 0.0 -0.014 -0.212 22.056 1.010 13.1 12.5 0.0 -0.014 -0.207 17.838 1.347 13.1 12.5 0.0 -0.014 -0.203 13.620 1.684 13.1 12.5 0.0 -0.014 -0.199 9.402 2.021 13.1 12.5 0.0 -0.014 -0.195 5.184 2.358 13.1 12.5 0.0 -0.014 -0.191 0.967 2.695 13.1 12.5 0.0 -0.014 -0.186 -3.251 Print Time/Date:01/03/201215:01 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 19 of 49 vvitn stiffening cylinaer woad Frazo-9 Job No Sheet No Rev 409421 20 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std IDate/Time 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip ft) (kip-ft) (kipit) 3.031 13.1 12.5 0.0 -0.014 -0.182 -7.469 3.368 13.1 12.5 0.0 -0.014 -0.178 -11.687 5:SEISMIC 4 0.000 4.7 1.2 -0.1 0.005 0.002 10.803 0.337 4.7 1.2 -0.1 0.005 -0.022 10.414 0.674 4.7 1.2 -0.1 0.005 -0.046 10.025 1.010 4.7 1.2 -0.1 0.005 -0.070 9.636 1.347 4.7 1.2 -0.1 0.005 -0.094 9.247 1.684 4.7 1.2 -0.1 0.005 -0.118 8.858 2.021 4.7 1.2 -0.1 0.005 -0.142 8.469 2.358 4.7 1.2 -0.1 0.005 -0.166 8.080 2.695 4.7 1.2 -0.1 0.005 -0.190 7.691 3.031 4.7 1.2 -0.1 0.005 -0.215 7.302 3.368 4.7 1.2 -0.1 0.005 -0.239 6.913 6:SEISMIC 5 0.000 -4.1 -7.3 -0.1 0.021 0.187 -9.437 0.337 -4.1 -7.3 -0.1 0.021 0.149 -6.964 0.674 -4.1 -7.3 -0.1 0.021 0.111 -4.492 1.010 -4.1 -7.3 -0.1 0.021 0.073 -2.020 1.347 -4.1 -7.3 -0.1 0.021 0.034 0.453 1.684 -4.1 -7.3 -0.1 0.021 -0.004 2.925 2.021 -4.1 -7.3 -0.1 0.021 -0.042 5.397 2.358 -4.1 -7.3 -0.1 0.021 -0.080 7.869 2.695 -4.1 -7.3 -0.1 0.021 -0.119 10.342 3.031 -4.1 -7.3 -0.1 0.021 -0.157 12.814 3.368 -4.1 -7.3 -0.1 0.021 -0.195 15.286 101 1:DEAD 0.000 7.4 1.7 0.0 0.070 0.138 -34.046 0.238 7.4 1.7 0.0 0.070 0.140 -34.446 0.476 7.4 1.7 0.0 0.070 0.143 -34.844 0.715 7.4 1.7 0.0 0.070 0.146 -35.240 0.953 7.4 1.6 0.0 0.070 0.148 -35.634 1.191 7.4 1.6 0.0 0.070 0.151 -36.025 1.429 7.4 1.6 0.0 0.070 0.153 -36.414 1.667 7.4 1.6 0.0 0.070 0.156 -36.800 1.905 7.4 1.6 0.0 0.070 0.159 -37.185 2.144 7.4 1.6 0.0 0.070 0.161 -37.567 2.382 7.4 1.6 0.0 0.070 0.164 -37.947 2:SEISMIC 1 0.000 4.5 1.8 -0.0 0.041 0.203 -17.275 0.238 4.5 1.8 -0.0 0.041 0.198 -17.702 0.476 4.5 1.8 -0.0 0.041 0.194 -18.129 0.715 4.5 1.8 -0.0 0.041 0.189 -18.557 0.953 4.5 1.8 -0.0 0.041 0.184 -18.984 1.191 4.5 1.8 -0.0 0.041 0.180 -19.412 1.429 4.5 1.8 -0.0 0.041 0.175 -19.839 1.667 4.5 1.8 -0.0 0.041 0.171 -20.266 1.905 4.5 1.8 -0.0 0.041 0.166 -20.694 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 20 of 49 VVILI1 slniening cyunaer woad psi, Job No Sheet No Rev 409421 21 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ret By T.Petty Datel4-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std DateTme 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.144 4.5 1.8 -0.0 0.041 0.162 -21.121 2.382 4.5 1.8 -0.0 0.041 0.157 -21.549 3:SEISMIC 2 0.000 11.8 2.6 0.2 0.057 0.015 -20.070 0.238 11.8 2.6 0.2 0.057 0.067 -20.697 0.476 11.8 2.6 0.2 0.057 0.118 -21.324 0.715 11.8 2.6 0.2 0.057 0.169 -21.951 0.953 11.8 2.6 0.2 0.057 0.221 -22.578 1.191 11.8 2.6 0.2 0.057 0.272 -23.205 1.429 11.8 2.6 0.2 0.057 0.323 -23.832 1.667 11.8 2.6 0.2 0.057 0.375 -24.459 1.905 11.8 2.6 0.2 0.057 0.426 -25.086 2.144 11.8 2.6 0.2 0.057 0.478 -25.713 2.382 11.8 2.6 0.2 0.057 _ 0.529 -26.340 4:SEISMIC 3 0.000 12.4 2.0 0.3 0.040 -0.178 -11.578 0.238 12.4 2.0 0.3 0.040 -0.101 -12.059 0.476 12.4 2.0 0.3 0.040 -0.023 -12.540 0.715 12.4 i 2.0 0.3 0.040 0.054 -13.021 0.953 12.4 2.0 0.3 0.040 0.132 -13.502 1.191 12.4 2.0 0.3 0.040 0.209 -13.983 1.429 12.4 2.0 0.3 0.040 0.287 -14.464 1.667 12.4 2.0 0.3 0.040 0.364 -14.945 1.905 12.4 2.0 0.3 0.040 0.441 -15.426 2.144 12.4 2.0 0.3 0.040 0.519 -15.907 2.382 12.4 2.0 0.3 0.040 0.596 1 -16.388 5:SEISMIC 4 0.000 4.3 -1.0 0.2 -0.008 -0.239 6.893 0.238 4.3 -1.0 0.2 -0.008 -0.186 7.139 0.476 4.3 -1.0 0.2 -0.008 -0.133 7.385 0.715 4.3 -1.0 0.2 -0.008 -0.080 7.631 0.953 4.3 -1.0 0.2 -0.008 -0.027 7.878 1.191 4.3 -1.0 0.2 -0.008 0.025 8.124 1.429 4.3 -1.0 0.2 -0.008 0.078 8.370 1.667 4.3 -1.0 0.2 -0.008 0.131 8.616 1.905 4.3 -1.0 0.2 -0.008 0.184 8.862 2.144 4.3 -1.0 0.2 -0.008 0.237 9.108 2.382 4.3 -1.0 0.2 -0.008 0.290 9.354 6:SEISMIC 5 0.000 -4.1 -1.7 0.0 -0.037 -0.195 15.185 0.238 -4.1 -1.7 0.0 -0.037 -0.190 15.586 0.476 -4.1 -1.7 0.0 -0.037 -0.185 15.988 0.715 -4.1 -1.7 0.0 -0.037 -0.180 16.389 0.953 -4.1 -1.7 0.0 -0.037 -0.175 16.790 1.191 -4.1 -1.7 0.0 -0.037 -0.170 17.192 1.429 -4.1 -1.7 0.0 -0.037 -0.165 17.593 1.667 -4.1 -1.7 0.0 -0.037 -0.159 17.994 1.905 -4.1 -1.7 0.0 -0.037 -0.154 18.395 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 21 of 49 VVIL11 5ilrrerlirlg eyilrioer woad Rio-, Job No Sheet No Rev 409421 22 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref BY T.Petty Date14-Feb-12 Chd Cheat Durham WWTP(CWS) File Support frame v6.std Date"Rme 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.144 -4.1 -1.7 0.0 -0.037 -0.149 18.797 2.382 -4.1 -1.7 0.0 -0.037 -0.144 19.198 102 1:DEAD 0.000 7.3 -1.6 -0.0 -0.070 0.163 -37.949 0.238 7.3 -1.6 -0.0 -0.070 0.161 -37.569 0.476 7.3 -1.6 -0.0 -0.070 0.158 -37.187 0.715 7.3 -1.6 -0.0 -0.070 0.156 -36.802 0.953 7.3 -1.6 -0.0 -0.070 0.153 -36.416 1.191 7.3 -1.6 -0.0 -0.070 0.151 -36.027 1.429 7.3 -1.6 -0.0 -0.070 0.148 -35.636 1.667 7.3 -1.7 -0.0 -0.070 0.146 -35.243 1.905 7.3 -1.7 -0.0 -0.070 0.143 -34.847 2.144 7.3 -1.7 -0.0 -0.070 0.140 -34.449 2.382 7.3 -1.7 -0.0 -0.070 0.138 -34.049 2:SEISMIC 1 0.000 3.6 -1.5 0.0 -0.041 0.094 -21.381 0.238 3.6 -1.5 0.0 -0.041 0.105 -21.029 0.476 3.6 -1.5 0.0 -0.041 0.116 -20.676 0.715 3.6 -1.5 0.0 -0.041 0.128 -20.324 0.953 3.6 -1.5 0.0 -0.041 0.139 -19.971 1.191 3.6 -1.5 0.0 -0.041 0.151 -19.619 1.429 3.6 -1.5 0.0 -0.041 0.162 -19.266 1.667 3.6 -1.5 0.0 -0.041 0.174 -18.913 1.905 3.6 -1.5 0.0 -0.041 0.185 -18.561 2.144 3.6 -1.5 0.0 -0.041 0.197 -18.208 2.382 3.6 -1.5 0.0 -0.041 0.208 -17.856 3:SEISMIC 2 0.000 -3.6 -0.7 0.2 -0.001 -0.267 -4.361 0.238 -3.6 -0.7 0.2 -0.001 -0.219 -4.199 0.476 -3.6 -0.7 0.2 -0.001 -0.171 -4.037 0.715 -3.6 -0.7 0.2 -0.001 -0.123 -3.875 0.953 -3.6 -0.7 0.2 -0.001 -0.076 -3.713 1.191 -3.6 -0.7 0.2 -0.001 -0.028 -3.551 1.429 -3.6 -0.7 0.2 -0.001 0.020 -3.389 1.667 -3.6 -0.7 0.2 -0.001 0.068 -3.227 1.905 -3.6 -0.7 0.2 -0.001 0.116 -3.065 2.144 -3.6 -0.7 0.2 -0.001 0.164 -2.903 2.382 -3.6 -0.7 0.2 -0.001 0.212 -2.741 4:SEISMIC 3 0.000 -8.7 0.5 0.2 0.039 -0.470 14.607 0.238 -8.7 0.5 0.2 0.039 -0.413 14.487 0.476 -8.7 0.5 0.2 0.039 -0.356 14.367 0.715 -8.7 0.5 0.2 0.039 -0.299 14.247 0.953 -8.7 0.5 0.2 0.039 -0.242 14.127 1.191 -8.7 0.5 0.2 0.039 -0.185 14.007 1.429 -8.7 0.5 0.2 0.039 -0.128 13.887 1.667 -8.7 0.5 0.2 0.039 -0.071 13.767 1.905 -8.7 0.5 0.2 0.039 -0.014 13.647 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 22 of 49 vvitn surrening cyiinaer kvoa) paw--, Job No Sheet No Rev 409421 23 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Dat€14-Feb-12 Chd Client Durham WWTP(CWS) F11e Support frame v6.std 'Date/Time 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.144 -8.7 0.5 0.2 0.039 0.043 13.527 2.382 -8.7 0.5 0.2 0.039 0.100 13.407 5:SEISMIC 4 0.000 -9.9 1.4 0.2 0.076 -0.477 34.522 0.238 -9.9 1.4 0.2 0.076 -0.438 34.192 0.476 -9.9 1.4 0.2 0.076 -0.398 33.862 0.715 -9.9 1.4 0.2 0.076 -0.358 33.532 0.953 -9.9 1.4 0.2 0.076 -0.318 33.202 1.191 -9.9 1.4 0.2 0.076 -0.279 32.872 1.429 -9.9 1.4 0.2 0.076 -0.239 32.542 1.667 -9.9 1.4 0.2 0.076 -0.199 32.212 1.905 -9.9 1.4 0.2 0.076 -0.159 31.882 2.144 -9.9 1.4 0.2 0.076 -0.120 31.552 2.382 -9.9 1.4 , 0.2 0.076 -0.080 31.222 6:SEISMIC 5 0.000 -3.2 1.4 -0.1 0.037 -0.080 19.030 0.238 -3.2 1.4 -0.1 0.037 -0.092 18.704 0.476 -3.2 1.4 -0.1 0.037 -0.104 18.378 0.715 -3.2 1.4 -0.1 0.037 -0.116 18.051 0.953 -3.2 1.4 -0.1 0.037 -0.128 17.725 1.191 -3.2 1.4 -0.1 0.037 -0.140 17.399 1.429 -3.2 1.4 -0.1 0.037 -0.152 17.073 1.667 -3.2 1.4 -0.1 0.037 -0.164 16.747 1.905 -3.2 1.4 -0.1 0.037 -0.176 16.420 2.144 -3.2 1.4 -0.1 0.037 -0.188 16.094 2.382 -3.2 1.4 -0.1 0.037 -0.200 15.768 103 1:DEAD 0.000 7.4 -15.3 -0.1 0.015 0.138 -34.244 0.337 7.4 -15.3 -0.1 0.015 0.101 -29.102 0.674 7.4 -15.3 -0.1 0.015 0.064 -23.956 1.010 7.4 -15.3 -0.1 0.015 0.027 -18.805 1.347 7.4 -15.3 -0.1 0.015 -0.010 -13.650 1.684 7.4 -15.3 -0.1 0.015 -0.047 -8.490 2.021 7.4 -15.3 -0.1 0.015 -0.084 -3.325 2.358 7.4 -15.4 -0.1 0.015 -0.121 1.844 2.695 7.4 -15.4 -0.1 0.015 -0.158 7.018 3.031 7.4 -15.4 -0.1 0.015 -0.195 12.196 3.368 7.4 -15.4 -0.1 0.015 -0.232 17.378 2:SEISMIC 1 0.000 3.6 -7.8 -0.1 0.019 0.208 -17.967 0.337 3.6 -7.8 -0.1 0.019 0.169 -15.336 0.674 3.6 -7.8 -0.1 0.019 0.130 -12.704 1.010 3.6 -7.8 -0.1 0.019 0.091 -10.073 1.347 3.6 -7.8 -0.1 0.019 0.052 -7.441 1.684 3.6 -7.8 -0.1 0.019 0.013 -4.810 2.021 3.6 -7.8 -0.1 0.019 -0.026 -2.178 2.358 3.6 -7.8 -0.1 0.019 -0.065 0.453 2.695 3.6 -7.8 -0.1 0.019 -0.104 3.085 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 23 of 49 vvitn surrening cynnaer Ivoa) Job No Sheet No (Rev 409421 24 11% Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref 8y T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Daternme 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 3.031 3.6 -7.8 -0.1 0.019 -0.143 5.716 3.368 3.6 -7.8 -0.1 0.019 -0.182 8.347 3:SEISMIC 2 0.000 -4.0 1.9 -0.1 0,005 0.212 -2.744 0.337 -4.0 1.9 -0.1 0.005 0.190 -3.387 0.674 -4.0 1.9 -0.1 0.005 0.169 -4.030 1.010 -4.0 1.9 -0.1 0.005 0.147 -4.673 1.347 -4.0 1.9 -0.1 0.005 0.126 -5.316 1.684 -4.0 1.9 -0.1 0.005 0.105 -5.959 2.021 -4.0 1.9 -0.1 0.005 0.083 -6.602 2.358 -4.0 1.9 -0.1 0.005 0.062 -7.245 2.695 -4.0 1.9 -0.1 0.005 0.041 -7.888 3.031 -4.0 1.9 -0.1 0.005 0.019 -8.531 3.368 -4.0 1.9 -0.1 0.005 -0.002 -9.174 4:SEISMIC 3 0.000 -9.2 10.3 0.0 -0.013 0.100 13.510 0.337 -9.2 10.3 0.0 -0.013 0.107 10.030 0.674 -9.2 10.3 0.0 -0.013 0.114 6.549 1.010 -9.2 10.3 0.0 -0.013 0.122 3.068 1.347 -9.2 10.3 0.0 -0.013 0.129 -0.413 1.684 -9.2 10.3 0.0 -0.013 0.137 -3.893 2.021 -9.2 10.3 0.0 -0.013 0.144 -7.374 2.358 -9.2 10.3 0.0 -0.013 0.151 -10.855 2.695 -9.2 10.3 0.0 -0.013 0.159 -14.336 3.031 -9.2 10.3 0.0 -0.013 0.166 -17.816 3.368 -9.2 10.3 0.0 -0.013 0.174 -21.297 5:SEISMIC 4 0.000 -10.3 16.5 0.1 -0.025 -0.080 31.423 0.337 -10.3 16.5 0.1 -0.025 -0.044 25.880 0.674 -10.3 16.5 0.1 -0.025 -0.007 20.338 1.010 -10.3 16.5 0.1 -0.025 0.029 14.795 1.347 -10.3 16.5 0.1 -0.025 0.065 9.253 1.684 -10.3 16.5 0.1 -0.025 0.102 3.710 2.021 -10.3 16.5 0.1 -0.025 0.138 -1.832 2.358 -10.3 16.5 0.1 -0.025 0.174 -7.375 2.695 -10.3 16.5 0.1 -0.025 0.211 -12.917 3.031 -10.3 16.5 0.1 -0.025 0.247 -18.460 3.368 -10.3 16.5 0.1 -0.025 0.283 -24.002 6:SEISMIC 5 0.000 -3.1 6.9 0.1 -0.018 -0.200 15.867 0.337 -3.1 6.9 0.1 -0.018 -0.164 13.553 0.674 -3.1 6.9 0.1 -0.018 -0.127 11.239 1.010 -3.1 6.9 0.1 -0.018 -0.090 8.924 1.347 -3.1 6.9 0.1 -0.018 -0.054 6.610 1.684 -3.1 6.9 0.1 -0.018 -0.017 4.295 2.021 -3.1 6.9 0.1 -0.018 0.020 1.981 2.358 -3.1 6.9 0.1 -0.018 0.057 -0.333 2.695 -3.1 6.9 0.1 -0.018 0.093 -2.648 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Rur 24 of 49 vvitn stirrening cyiinaer kvoa) poi, Job No Sheet No Rev 409421 25 Software licensed to CH2M HILL Part Job Ttle Durham Pearl 2000 support frame Ref By T.Petty oatel4-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std IDatemme 01-Mar-2012 14:15 Beam Force Detail Cont... Axial I Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip'ft) (kip-ft) 3.031 -3.1 6.9 0.1 -0.018 0.130 -4.962 3.368 -3.1 6.9 0.1 -0.018 0.167 -7.276 200 1:DEAD 0.000 7.4 15.2 -0.1 0.015 0.234 17.284 0.337 7.4 15.2 -0.1 0.015 0.199 12.157 0.674 7.4 15.2 -0.1 0.015 0.164 7.034 1.010 7.4 15.2 -0.1 0.015 0.129 1.916 1.347 7.4 15.2 -0.1 0.015 0.094 -3.198 1.684 7.4 15.2 -0.1 0.015 0.059 -8.307 2.021 7.4 15.1 -0.1 0.015 0.023 -13.411 2.358 7.4 15.1 -0.1 0.015 -0.012 -18.511 2.695 7.4 15.1 -0.1 0.015 -0.047 -23.606 3.031 7.4 15.1 -0.1 0.015 -0.082 -28.697 ,.--- 3.368 7.4 15.1 -0.1 0.015 -0.117 -33.784 2:SEISMIC 1 0.000 -4.7 -8.8 0.1 -0.012 -0.136 -11.029 0.337 -4.7 -8.8 0.1 -0.012 -0.117 -8.078 0.674 -4.7 -8.8 0.1 -0.012 -0.097 -5.127 1.010 -4.7 -8.8 0.1 -0.012 -0.078 -2.176 _ 1.347 -4.7 -8.8 0.1 -0.012 -0.058 0.774 1.684 -4.7 -8.8 0.1 -0.012 -0.038 3.725 2.021 -4.7 -8.8 0.1 -0.012 -0.019 6.676 2.358 -4.7 -8.8 0.1 -0.012 0.001 9.627 2.695 -4.7 -8.8 0.1 -0.012 0.020 12.578 3.031 -4.7 -8.8 0.1 -0.012 0.040 15.529 3.368 -4.7 -8.8 0.1 -0.012 _ 0.059 18.480 3:SEISMIC 2 0.000 4.7 1.8 0.0 -0.001 0.037 10.897 0.337 4.7 1.8 0.0 -0.001 0.049 10.277 0.674 4.7 1.8 0.0 -0.001 0.062 9.657 1.010 4.7 1.8 0.0 -0.001 0.074 9.037 1.347 4.7 1.8 0.0 -0.001 0.087 8.418 1.684 4.7 1.8 0.0 -0.001 0.099 7.798 2.021 4.7 1.8 0.0 -0.001 0.112 7.178 2.358 4.7 1.8 0.0 -0.001 0.125 6.558 2.695 4.7 1.8 0.0 -0.001 0.137 5.938 3.031 4.7 1.8 0.0 -0.001 0.150 5.318 3.368 4.7 1.8 0.0 -0.001 0.162 4.698 4:SEISMIC 3 0.000 11.7 11.7 -0.0 0.011 0.193 27.155 0.337 11.7 11.7 -0.0 0.011 0.191 23.202 0.674 11.7 11.7 -0.0 0.011 0.189 19.249 1.010 11.7 11.7 -0.0 0.011 0.187 15.296 1.347 11.7 11.7 -0.0 0.011 0.185 11.343 1.684 11.7 11.7 -0.0 0.011 0.183 7.390 2.021 11.7 11.7 -0.0 0.011 0.181 3.436 2.358 11.7 11.7 -0.0 0.011 0.179 -0.517 2.695 11.7 11.7 -0.0 0.011 0.177 -4.470 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 25 of 49 vvitn surrening cyirnaer kvoa) � Job No Sheet No r Rev 409421 26 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref 2/ T.Petty Date14-Feb-12 chd Client Durham WWTP(CWS) File Support frame v6.std Date'Tme 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 3.031 11.7 11.7 -0.0 0.011 0.175 -8.423 3.368 11.7 11.7 -0.0 0.011 _ 0.173 -12.376 5:SEISMIC 4 0.000 11.6 15.7 -0.0 0.016 0.236 27.122 0.337 11.6 15.7 -0.0 0.016 0.220 21.835 0.674 11.6 15.7 -0.0 0.016 0.204 16.548 1.010 11.6 15.7 -0.0 0.016 0.189 11.261 1.347 11.6 15.7 -0.0 0.016 0.173 5.974 1.684 11.6 15.7 -0.0 0.016 0.157 0.687 2.021 11.6 15.7 -0.0 0.016 0.141 -4.600 2.358 11.6 15.7 -0.0 0.016 0.126 -9.887 2.695 11.6 15.7 -0.0 0.016 0.110 -15.174 3.031 11.6 15.7 -0.0 0.016 0.094 -20.461 3.368 11.6 15.7 -0.0 0.016 0.079 -25.749 6:SEISMIC 5 0.000 5.2 9.7 -0.1 0.013 0.152 12.158 0.337 5.2 9.7 -0.1 0.013 0.130 8.875 0.674 5.2 9.7 -0.1 0.013 0.108 5.593 1.010 5.2 9.7 -0.1 0.013 0.087 2.310 1.347 5.2 9.7 -0.1 0.013 0.065 -0.972 1.684 5.2 9.7 -0.1 0.013 0.043 -4.255 2.021 5.2 9.7 -0.1 0.013 0.022 -7.537 2.358 5.2 9.7 -0.1 0.013 -0.000 -10.820 2.695 5.2 9.7 -0.1 0.013 -0.022 -14.102 3.031 5.2 9.7 -0.1 0.013 -0.043 -17.385 3.368 5.2 9.7 -0.1 0.013 -0.065 -20.668 201 1:DEAD 0.000 7.3 2.1 -0.0 -0.069 -0.117 -33.591 0.238 7.3 2.1 -0.0 -0.069 -0.123 -34.082 0.476 7.3 2.0 -0.0 -0.069 -0.129 -34.570 0.715 7.3 2.0 -0.0 -0.069 -0.135 -35.056 0.953 7.3 2.0 -0.0 -0.069 -0.141 -35.540 1.191 7.3 2.0 -0.0 -0.069 -0.147 -36.022 1.429 7.3 2.0 -0.0 -0.069 -0.153 -36.501 1.667 7.3 2.0 -0.0 -0.069 -0.159 -36.978 1.905 7.3 2.0 -0.0 -0.069 -0.165 -37.452 2.144 7.3 2.0 -0.0 -0.069 -0.171 -37.925 2.382 7.3 2.0 -0.0 -0.069 -0.177 -38.395 2:SEISMIC 1 0.000 -4.6 -2.0 0.1 0.043 0.059 18.369 0.238 -4.6 -2.0 0.1 0.043 0.073 18.845 0.476 -4.6 -2.0 0.1 0.043 0.086 19.321 0.715 -4.6 -2.0 0.1 0.043 0.099 19.797 0.953 -4.6 -2.0 0.1 0.043 0.112 20.273 1.191 -4.6 -2.0 0.1 0.043 0.125 20.748 1.429 -4.6 -2.0 0.1 0.043 0.138 21.224 1.667 -4.6 -2.0 0.1 0.043 0.152 21.700 1.905 -4.6 -2.0 0.1 0.043 0.165 22.176 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 26 of 49 vvitn surrening cyiinaer lvoa) Fp, Job No Sheet No Rev 409421 27 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Datemme 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kipft) (kip-ft) 2.144 -4.6 -2.0 0.1 0.043 0.178 22.652 2.382 -4.6 -2.0 0.1 0.043 0.191 23.128 3:SEISMIC 2 0.000 4.4 -0.2 -0.2 0.003 0.162 4.691 0.238 4.4 -0.2 -0.2 0.003 0.124 4.734 0.476 4.4 -0.2 -0.2 0.003 0.086 4.778 0.715 4.4 -0.2 -0.2 0.003 0.048 4.821 0.953 4.4 -0.2 -0.2 0.003 0.010 4.864 1.191 4.4 -0.2 -0.2 0.003 -0.028 4.908 1.429 4.4 -0.2 -0.2 0.003 -0.066 4.951 1.667 4.4 -0.2 -0.2 0.003 -0.104 4.995 1.905 4.4 -0.2 -0.2 0.003 -0.141 5.038 2.144 4.4 -0.2 -0.2 0.003 -0.179 5.081 2.382 4.4 -0.2 -0.2 0.003 -0.217 5.125 4:SEISMIC 3 0.000 11.1 1.9 -0.3 -0.040 0.173 -12.271 0.238 11.1 1.9 -0.3 -0.040 0.105 -12.723 0.476 11.1 1.9 -0.3 -0.040 0.037 -13.175 0.715 11.1 1.9 -0.3 -0.040 -0.031 -13.627 0.953 11.1 1.9 -0.3 -0.040 -0.099 -14.079 1.191 11.1 1.9 -0.3 -0.040 -0.168 -14.531 1.429 11.1 1.9 -0.3 -0.040 -0.236 -14.983 1.667 11.1 1.9 -0.3 -0.040 -0.304 -15.435 1.905 11.1 1.9 -0.3 -0.040 -0.372 -15.887 2.144 11.1 1.9 -0.3 -0.040 -0.440 -16.339 2.382 11.1 1.9 -0.3 -0.040 -0.508 -16.791 5:SEISMIC 4 0.000 11.1 2.4 -0.2 -0.066 0.079 -25.577 0.238 11.1 2.4 -0.2 -0.066 0.021 -26.150 0.476 11.1 2.4 -0.2 -0.066 -0.036 -26.722 0.715 11.1 2.4 -0.2 -0.066 -0.093 -27.295 0.953 11.1 2.4 -0.2 -0.066 -0.150 -27.867 1.191 11.1 2.4 -0.2 -0.066 -0.208 -28.440 1.429 11.1 2.4 -0.2 -0.066 -0.265 -29.012 1.667 11.1 2.4 -0.2 -0.066 -0.322 -29.585 1.905 11.1 2.4 -0.2 -0.066 -0.379 -30.157 2.144 11.1 2.4 -0.2 -0.066 -0.436 -30.730 2.382 11.1 2.4 -0.2 -0.066 -0.494 -31.303 6:SEISMIC 5 0.000 5.1 2.1 -0.1 -0.047 -0.065 -20.544 0.238 5.1 2.1 -0.1 -0.047 -0.079 -21.055 0.476 5.1 2.1 -0.1 -0.047 -0.093 -21.567 0.715 5.1 2.1 -0.1 -0.047 -0.107 -22.078 0.953 5.1 2.1 -0.1 -0.047 -0.121 -22.589 1.191 5.1 2.1 -0.1 -0.047 -0.136 -23.101 1.429 5.1 2.1 -0.1 -0.047 -0.150 -23.612 1.667 5.1 2.1 -0.1 -0.047 -0.164 -24.124 1.905 5.1 2.1 -0.1 -0.047 -0.178 -24.635 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 27 of 49 vvitn stiffening cyiinaer Ivoa) Feji, Job No Sheet No Rev 409421 28 Software licensed to CH2M HILL Part Jobrtle Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Daterrme 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.144 5.1 2.1 -0.1 -0.047 -0.192 -25.146 2.382 5.1 2.1 -0.1 -0.047 -0.206 -25.658 202 1:DEAD 0.000 7.3 -2.0 0.0 0.069 -0.177 -38.396 0.238 7.3 -2.0 0.0 0.069 -0.171 -37.925 0.476 7.3 -2.0 0.0 0.069 -0.165 -37.453 0.715 7.3 -2.0 0.0 0.069 -0.159 -36.978 0.953 7.3 -2.0 0.0 0.069 -0.153 -36.500 1.191 7.3 -2.0 0.0 0.069 -0.147 -36.021 1.429 7.3 -2.0 0.0 0.069 -0.141 -35.539 1.667 7.3 -2.0 0.0 0.069 -0.135 -35.055 1.905 7.3 -2.0 0.0 0.069 -0.129 -34.568 2.144 7.3 -2.1 0.0 0.069 -0.123 -34.080 2.382 7.3 -2.1 0.0 0.069 -0.117 -33.589 2:SEISMIC 1 0.000 -3.7 1.7 -0.0 -0.042 0.128 22.657 0.238 -3.7 1.7 -0.0 -0.042 0.122 22.249 0.476 -3.7 1.7 -0.0 -0.042 0.117 21.841 0.715 -3.7 1.7 -0.0 -0.042 0.112 21.433 0.953 -3.7 1.7 -0.0 -0.042 0.106 21.025 1.191 -3.7 1.7 -0.0 -0.042 0.101 20.618 1.429 -3.7 1.7 -0.0 -0.042 0.095 20.210 1.667 -3.7 1.7 -0.0 -0.042 0.090 19.802 1.905 -3.7 1.7 -0.0 -0.042 0.085 19.394 2.144 -3.7 1.7 -0.0 -0.042 0.079 18.987 2.382 -3.7 1.7 -0.0 -0.042 0.074 18.579 3:SEISMIC 2 0.000 -8.1 1.6 -0.2 -0.058 0.364 27.066 0.238 -8.1 1.6 -0.2 -0.058 0.326 26.684 0.476 -8.1 1.6 -0.2 -0.058 0.288 26.302 0.715 -8.1 1.6 -0.2 -0.058 0.250 25.920 0.953 -8.1 1.6 -0.2 -0.058 0.212 25.538 1.191 -8.1 1.6 -0.2 -0.058 0.174 25.156 1.429 -8.1 1.6 -0.2 -0.058 0.136 24.774 1.667 -8.1 1.6 -0.2 -0.058 0.098 24.392 1.905 -8.1 1.6 -0.2 -0.058 0.060 24.010 2.144 -8.1 1.6 -0.2 -0.058 0.022 23.628 2.382 -8.1 1.6 -0.2 -0.058 -0.016 23.246 4:SEISMIC 3 0.000 -7.7 0.5 -0.2 -0.038 0.394 14.806 0.238 -7.7 0.5 -0.2 -0.038 0.344 14.684 0.476 -7.7 0.5 -0.2 -0.038 0.295 14.562 0.715 -7.7 0.5 -0.2 -0.038 0.245 14.439 0.953 -7.7 0.5 -0.2 -0.038 0.196 14.317 1.191 -7.7 0.5 -0.2 -0.038 0.146 14.195 1.429 -7.7 0.5 -0.2 -0.038 0.097 14.072 1.667 -7.7 0.5 -0.2 -0.038 0.047 13.950 1.905 -7.7 0.5 -0.2 -0.038 -0.002 13.828 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 28 of 49 vvitn surrening cyilnaer woad ps i,' Job No Sheet No Rev 409421 29 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty DatE14-Feb-12 Chd Client Durham WWTP(CWS) File support frame v6.std Date/Tine 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.144 -7.7 0.5 -0.2 -0.038 -0.052 13.705 2.382 -7.7 0.5 -0.2 -0.038 -0.102 13.583 5:SEISMIC 4 0.000 -2.6 -1.6 -0.1 -0.002 0.142 -4.998 0.238 -2.6 -1.6 -0.1 -0.002 0.122 -4.618 0.476 -2.6 -1.6 -0.1 -0.002 0.102 -4.239 0.715 -2.6 -1.6 -0.1 -0.002 0.082 -3.859 0.953 -2.6 -1.6 -0.1 -0.002 0.061 -3.480 1.191 -2.6 -1.6 -0.1 -0.002 0.041 -3.100 1.429 -2.6 -1.6 -0.1 -0.002 0.021 -2.721 1.667 -2.6 -1.6 -0.1 -0.002 0.000 -2.341 1.905 -2.6 -1.6 -0.1 -0.002 -0.020 -1.962 2.144 -2.6 -1.6 -0.1 -0.002 -0.040 -1.582 2.382 -2.6 -1.6 -0.1 -0.002 -0.060 -1.203 6:SEISMIC 5 0.000 4.2 -1.9 0.0 0.046 -0.143 -25.185 0.238 4.2 -1.9 0.0 0.046 -0.136 -24.742 0.476 4.2 -1.9 0.0 0.046 -0.130 -24.299 0.715 4.2 -1.9 0.0 0.046 -0.124 -23.856 0.953 4.2 -1.9 0.0 0.046 -0.117 -23.413 1.191 4.2 -1.9 0.0 0.046 -0.111 -22.970 1.429 4.2 -1.9 0.0 0.046 -0.105 -22.527 1.667 4.2 -1.9 0.0 0.046 -0.098 -22.084 1.905 4.2 -1.9 0.0 0.046 -0.092 -21.640 2.144 4.2 -1.9 0.0 0.046 -0.086 -21.197 2.382 4.2 -1.9 0.0 0.046 -0.079 -20.754 203 1:DEAD 0.000 7.4 -15.1 0.1 -0.015 -0.117 -33.782 0.337 7.4 -15.1 0.1 -0.015 -0.082 -28.694 0.674 7.4 -15.1 0.1 -0.015 -0.047 -23.602 1.010 7.4 -15.1 0.1 -0.015 -0.011 -18.506 1.347 7.4 -15.2 0.1 -0.015 0.024 -13.406 1.684 7.4 -15.2 0.1 -0.015 0.059 -8.301 2.021 7.4 -15.2 0.1 -0.015 0.094 -3.190 2.358 7.4 -15.2 0.1 -0.015 0.129 1.924 2.695 7.4 -15.2 0.1 -0.015 0.164 7.043 3.031 7.4 -15.2 0.1 -0.015 0.199 12.166 3.368 7.4 -15.2 0.1 -0.015 0.234 17.294 2:SEISMIC 1 0.000 -3.8 8.2 -0.1 0.011 0.074 18.687 0.337 -3.8 8.2 -0.1 0.011 0.054 15.931 0.674 -3.8 8.2 -0.1 0.011 0.035 13.174 1.010 -3.8 8.2 -0.1 0.011 0.016 10.418 1.347 -3.8 8.2 -0.1 0.011 -0.004 7.662 1.684 -3.8 8.2 -0.1 0.011 -0.023 4.906 2.021 -3.8 8.2 -0.1 0.011 -0.043 2.150 2.358 -3.8 8.2 -0.1 0.011 -0.062 -0.606 2.695 -3.8 8.2 -0.1 0.011 -0.081 -3.362 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 29 of 49 vvlitn stirrening cyiinaer woad lip--. -, Job No , Sheet No Rev 409421 30 l lr:AMO IP Part ■ Software licensed to CH2M HILL Job Title Durham Pearl 2000 support frame Ref BY T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Date/Tlme 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 3.031 -3.8 8.2 -0.1 0.011 -0.101 -6.119 3.368 -3.8 8.2 -0.1 0.011 -0.120 -8.875 3:SEISMIC 2 0.000 -8.4 12.8 -0.1 0.014 -0.016 23.395 0.337 -8.4 12.8 -0.1 0.014 -0.034 19.090 0.674 -8.4 12.8 -0.1 0.014 -0.052 14.786 1.010 -8.4 12.8 -0.1 0.014 -0.070 10.481 1.347 -8.4 12.8 -0.1 0.014 -0.087 6.177 1.684 -8.4 12.8 -0.1 0.014 -0.105 1.872 2.021 -8.4 12.8 -0.1 0.014 -0.123 -2.433 2.358 -8.4 12.8 -0.1 0.014 -0.141 -6.737 2.695 -8.4 12.8 -0.1 0.014 -0.159 -11.042 3.031 -8.4 12.8 -0.1 0.014 -0.176 -15.347 3.368 _ -8.4 12.8 -0.1 0.014 -0.194 -19.651 4:SEISMIC 3 0.000 -8.1 9.7 -0.0 0.010 -0.102 13.682 0.337 -8.1 9.7 -0.0 0.010 -0.106 10.431 0.674 -8.1 9.7 -0.0 0.010 -0.111 7.180 1.010 -8.1 9.7 -0.0 0.010 -0.116 3.929 1.347 -8.1 9.7 -0.0 0.010 -0.121 0.677 1.684 -8.1 9.7 -0.0 0.010 -0.126 -2.574 2.021 -8.1 9.7 -0.0 0.010 -0.131 -5.825 2.358 -8.1 9.7 -0.0 0.010 -0.136 -9.076 2.695 -8.1 9.7 -0.0 0.010 -0.141 -12.327 3.031 -8.1 9.7 -0.0 0.010 -0.146 -15.578 3.368 -8.1 9.7 -0.0 0.010 -0.151 -18.829 5:SEISMIC 4 0.000 -2.7 1.5 0.0 0.002 -0.060 -1.196 0.337 -2.7 1.5 0.0 0.002 -0.059 -1.712 0.674 -2.7 1.5 0.0 0.002 -0.058 -2.227 1.010 -2.7 1.5 0.0 0.002 -0.056 -2.742 1.347 -2.7 1.5 0.0 0.002 -0.055 -3.257 1.684 -2.7 1.5 0.0 0.002 -0.054 -3.773 2.021 -2.7 1.5 0.0 0.002 -0.052 -4.288 2.358 -2.7 1.5 0.0 0.002 -0.051 -4.803 2.695 -2.7 1.5 0.0 0.002 -0.049 -5.319 3.031 -2.7 1.5 0.0 0.002 -0.048 -5.834 3.368 -2.7 1.5 0.0 0.002 -0.047 -6.349 6:SEISMIC 5 0.000 4.3 -9.2 0.1 -0.012 -0.079 -20.875 0.337 4.3 -9.2 0.1 -0.012 -0.058 -17.787 0.674 4.3 -9.2 0.1 -0.012 -0.036 -14.700 1.010 4.3 -9.2 0.1 -0.012 -0.015 -11.613 1.347 4.3 -9.2 0.1 -0.012 0.007 -8.526 1.684 4.3 -9.2 0.1 -0.012 0.028 -5.439 2.021 4.3 -9.2 0.1 -0.012 0.049 -2.352 2.358 4.3 -9.2 0.1 -0.012 0.071 0.735 2.695 4.3 -9.2 0.1 -0.012 0.092 3.822 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 30 of 49 vvitn stirrening cyiinaer woad F02.--, Job No Sheet No Rev 409421 31 Software licensed to CH2M HILL Part ■ Job Title Durham Pearl 2000 support frame Ref BY T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Daterrime 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 3.031 4.3 -9.2 0.1 -0.012 0.114 6.910 3.368 4.3 -9.2 0.1 -0.012 0.135 9.997 300 1:DEAD 0.000 11.9 17.6 -0.0 0.011 0.232 27.978 0.337 11.9 17.6 -0.0 0.011 0.217 22.045 0.674 11.9 17.6 -0.0 0.011 0.202 16.116 1.010 11.9 17.6 -0.0 0.011 0.187 10.192 1.347 11.9 17.6 -0.0 0.011 0.173 4.272 1.684 11.9 17.6 -0.0 0.011 0.158 -1.643 2.021 11.9 17.5 -0.0 0.011 0.143 -7.554 2.358 11.9 17.5 -0.0 0.011 0.129 -13.460 2.695 11.9 17.5 -0.0 0.011 0.114 -19.361 3.031 11.9 17.5 -0.0 0.011 0.099 -25.259 3.368 11.9 17.5 -0.0 0.011 0.085 -31.151 2:SEISMIC 1 0.000 13.8 13.2 0.0 0.011 0.202 32.399 0.337 13.8 13.2 0.0 0.011 0.207 27.952 0.674 13.8 13.2 0.0 0.011 0.211 23.504 1.010 13.8 13.2 0.0 0.011 0.216 19.057 1.347 13.8 13.2 0.0 0.011 0.220 14.610 1.684 13.8 13.2 0.0 0.011 0.225 10,163 2.021 13.8 13.2 0.0 0.011 0.229 5.716 2.358 13.8 13.2 0.0 0.011 0.234 1.269 2.695 13.8 13.2 0.0 0.011 0.238 -3.179 3.031 13.8 13.2 0.0 0.011 0.243 -7.626 3.368 13.8 13.2 0.0 0.011 0.247 -12.073 3:SEISMIC 2 0.000 14.3 15.4 -0.1 0.023 0.291 33.537 0.337 14.3 15.4 -0.1 0.023 0.271 28.335 0.674 14.3 15.4 -0.1 0.023 0.250 23.133 1.010 14.3 15.4 -0.1 0.023 0.230 17.931 1.347 14.3 15.4 -0.1 0.023 0.209 12.729 1.684 14.3 15.4 -0.1 0.023 0.188 7.528 2.021 14.3 15.4 -0.1 0.023 0.168 2.326 2.358 14.3 15.4 -0.1 0.023 0.147 -2.876 2.695 14.3 15.4 -0.1 0.023 0.127 -8.078 3.031 14.3 15.4 -0.1 0.023 0.106 -13.280 3.368 14.3 15.4 -0.1 0.023 0.086 -18.482 4:SEISMIC 3 0.000 6.8 9.0 -0.1 0.022 0.217 15.907 0.337 6.8 9.0 -0.1 0.022 0.183 12.869 0.674 6.8 9.0 -0.1 0.022 0.149 9.831 1.010 6.8 9.0 -0.1 0.022 0.115 6.793 1.347 6.8 9.0 -0.1 0.022 0.081 3.755 1.684 6.8 9.0 -0.1 0.022 0.046 0.716 2.021 6.8 9.0 -0.1 0.022 0.012 -2.322 2.358 6.8 9.0 -0.1 0.022 -0.022 -5.360 2.695 6.8 9.0 -0.1 0.022 -0.056 -8.398 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 31 of 49 vviin surrening cyiinaer woad Fjp_. Job No Sheet No Rey 409421 32 Software licensed to CH2M HILL Part Job Tit le Durham Pearl 2000 support frame Ref By T.Petty DatE14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Daternme 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 3.031 6.8 9.0 -0.1 0.022 -0.090 -11.436 3.368 6.8 9.0 -0.1 0.022 -0.124 -14.474 5:SEISMIC 4 0.000 -4.6 -3.7 -0.1 0.006 -0.006 -10.851 0.337 -4.6 -3.7 -0.1 0.006 -0.027 -9.620 0.674 . -4.6 -3.7 -0.1 0.006 -0.047 -8.389 1.010 -4.6 -3.7 -0.1 0.006 -0.068 -7.158 1.347 -4.6 -3.7 -0.1 0.006 -0.089 -5.927 1.684 -4.6 -3.7 -0.1 0.006 -0.110 -4.696 2.021 -4.6 -3.7 -0.1 0.006 -0.130 -3.465 2.358 -4.6 -3.7 -0.1 0.006 -0.151 -2.234 2.695 -4.6 -3.7 -0.1 0.006 -0.172 -1.003 3.031 -4.6 -3.7 -0.1 0.006 -0.193 0.228 3.368 -4.6 -3.7 -0.1 I 0.006 -0.213 1.459 6:SEISMIC 5 0.000 -13.1 -12.1 -0.0 -0.011 -0.188 -30.611 0.337 -13.1 -12.1 -0.0 -0.011 -0.193 -26.534 0.674 -13.1 -12.1 -0.0 -0.011 -0.199 -22.456 1.010 -13.1 -12.1 -0.0 -0.011 -0.204 -18.379 1.347 -13.1 -12.1 -0.0 -0.011 -0.210 -14.301 1.684 -13.1 -12.1 -0.0 -0.011 -0.216 -10.224 2.021 -13.1 -12.1 -0.0 -0.011 -0.221 -6.146 2.358 -13.1 -12.1 -0.0 -0.011 -0.227 -2.069 2.695 -13.1 -12.1 -0.0 -0.011 -0.232 2.009 3.031 -13.1 -12.1 -0.0 -0.011 -0.238 6.086 3.368 -13.1 -12.1 -0.0 -0.011 -0.244 10.164 301 1:DEAD 0.000 11.5 3.3 -0.2 -0.068 0.085 -30.957 0.255 11.5 3.3 -0.2 -0.068 0.041 -31.795 0.510 11.5 3.3 -0.2 -0.068 -0.002 -32.631 0.765 11.5 3.3 -0.2 -0.068 -0.046 -33.464 1.019 11.5 3.3 -0.2 -0.068 -0.089 -34.294 1.274 11.5 3.2 -0.2 -0.068 -0.133 -35.122 1.529 11.5 3.2 -0.2 -0.068 -0.176 -35.947 1.784 11.5 3.2 -0.2 -0.068 -0.220 -36.770 2.039 11.5 3.2 -0.2 -0.068 -0.263 -37.590 2.294 11.5 3.2 -0.2 -0.068 -0.307 -38.407 2.548 11.5 3.2 -0.2 -0.068 -0.350 -39.222 2:SEISMIC 1 0.000 13.1 1.8 -0.3 -0.041 0.247 -11.962 0.255 13.1 1.8 -0.3 -0.041 0.164 -12.420 0.510 13.1 1.8 -0.3 -0.041 0.080 -12.878 0.765 13.1 1.8 -0.3 -0.041 -0.003 -13.336 1.019 13.1 1.8 -0.3 -0.041 -0.086 -13.794 1.274 13.1 1.8 -0.3 -0.041 -0.170 -14.252 1.529 13.1 1.8 -0.3 -0.041 -0.253 -14.710 1.784 13.1 1.8 -0.3 -0.041 -0.337 -15.168 2.039 13.1 1.8 -0.3 -0.041 -0.420 -15.626 PrintTme/Date:01/03/2012 15:01 STAAD.Pro V8i(SELECTseries 2)20.07,07.19 Print Run 32 of 49 vvitn stirrenrng cyiinaer kvna) pop_ Job No Sheet No Rev 409421 33 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd cllert Durham WWTP(CWS) File Support frame v6.std Date/Time 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.294 13.1 1.8 -0.3 -0.041 -0.503 -16.084 2.548 13.1 1.8 -0.3 -0.041 -0.587 -16.542 3:SEISMIC 2 0.000 13.7 2.9 -0.3 -0.055 ' 0.086 -18.328 0.255 13.7 2.9 -0.3 -0.055 0.020 -19.061 0.510 13.7 2.9 -0.3 -0.055 -0.045 -19.793 0.765 13.7 2.9 -0.3 -0.055 -0.111 -20.525 1.019 13.7 2.9 -0.3 -0.055 -0.176 -21.257 1.274 13.7 2.9 -0.3 -0.055 -0.242 -21.989 1.529 13.7 2.9 -0.3 -0.055 -0.307 -22.721 1.784 13.7 2.9 -0.3 -0.055 -0.373 -23.453 2.039 13.7 2.9 -0.3 -0.055 -0.438 -24.185 2.294 13.7 2.9 -0.3 -0.055 -0.504 -24.917 2.548 13.7 2.9 -0.3 -0.055 -0.569 -25.649 4:SEISMIC 3 0.000 6.6 2.4 -0.0 -0.037 -0.124 -14.365 0.255 6.6 2.4 -0.0 -0.037 -0.135 -14.976 0.510 6.6 2.4 -0.0 -0.037 -0.145 -15.587 0.765 6.6 2.4 -0.0 -0.037 -0.155 -16.198 1.019 6.6 2.4 -0.0 -0.037 -0.165 -16.810 1.274 6.6 2.4 -0.0 -0.037 -0.176 -17.421 1.529 6.6 2.4 -0.0 -0.037 -0.186 -18.032 1.784 6.6 2.4 -0.0 -0.037 -0.196 -18.644 2.039 6.6 2.4 -0.0 -0.037 -0.207 -19.255 2.294 6.6 2.4 -0.0 -0.037 -0.217 -19.866 2.548 6.6 2.4 -0.0 -0.037 -0.227 -20.477 5:SEISMIC 4 0.000 -4.3 1.3 0.2 0.008 -0.213 1.442 0.255 -4.3 1.3 0.2 0.008 -0.171 1.105 0.510 -4.3 1,3 0.2 0.008 -0.128 0.768 0.765 -4.3 1.3 0.2 0.008 -0.085 0.431 1.019 -4.3 1.3 0.2 0.008 -0.043 0.093 1.274 -4.3 1.3 0.2 0.008 0.000 -0.244 1.529 -4.3 1.3 0.2 0.008 0.043 -0.581 1.784 -4.3 1.3 0.2 0.008 0.086 -0.919 2.039 -4.3 1.3 0.2 0.008 0.128 -1.256 2.294 -4.3 1.3 0.2 0.008 0.171 -1.593 2.548 -4.3 1.3 0.2 0.008 0.214 -1.931 6:SEISMIC 5 0.000 -12.4 -1.5 0.3 0.037 -0.244 10.065 0.255 -12.4 -1.5 0.3 0.037 -0.162 10.458 0.510 -12.4 -1.5 0.3 0.037 -0.081 10.852 0.765 -12.4 -1.5 0.3 0.037 0.000 11.245 1.019 -12.4 -1.5 0.3 0.037 0.081 11.638 1.274 -12.4 -1.5 0.3 0.037 0.163 12.032 1.529 -12.4 -1.5 0.3 0.037 0.244 12.425 1.784 -12.4 -1.5 0.3 0.037 0.325 12.819 2.039 -12.4 -1.5 0.3 0.037 0.406 13.212 Print Tme/Date:01/03/2012 15:01 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 33 of 49 vvitn surrening cyiinaer (voa) Job No f Sheet No Rev 409421 34 Software licensed to CH2M HILL Part I Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Datemme 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.294 -12.4 -1.5 0.3 0.037 0.487 13.606 2.548 -12.4 -1.5 0.3 0.037 0.569 13.999 302 1:DEAD 0.000 11.5 -4.1 0.2 0.075 -0.343 -42.309 0.222 11.5 -4.1 0.2 0.075 -0.304 -41.398 0.443 11.5 -4.1 0.2 0.075 -0.264 -40.484 0.665 11.5 -4.1 0.2 0.075 -0.225 -39.568 0.886 11.5 -4.1 0.2 0.075 -0.185 -38.651 1.108 11.5 -4.2 0.2 0.075 -0.146 -37.731 1.329 11.5 -4.2 0.2 0.075 -0.106 -36.810 1.551 11.5 -4.2 0.2 0.075 -0.067 -35.886 1.772 11.5 -4.2 0.2 0.075 -0.027 -34.961 1.994 11.5 -4.2 0.2 0.075 0.013 -34.034 2.215 11.5 -4.2 0.2 0.075 0.052 -33.104 2:SEISMIC 1 0.000 -7.6 0.6 -0.3 -0.045 0.454 18.022 0.222 -7.6 0.6 -0.3 -0.045 0.396 17.888 0.443 -7.6 0.6 -0.3 -0.045 0.339 17.753 0.665 -7.6 0.6 -0.3 -0.045 0.282 17.619 0.886 -7.6 0.6 -0.3 -0.045 0.224 17.485 1.108 -7.6 0.6 -0.3 -0.045 0.167 17.350 1.329 -7.6 0.6 -0.3 -0.045 0.109 17.216 1.551 -7.6 0.6 -0.3 -0.045 0.052 17.082 1.772 -7.6 0.6 -0.3 -0.045 -0.005 16.947 1.994 -7.6 0.6 -0.3 -0.045 -0.063 16.813 2.215 -7.6 0.6 -0.3 -0.045 -0.120 16.679 3:SEISMIC 2 0.000 -1.7 -1.2 -0.2 -0.004 0.212 -2.096 0.222 -1.7 -1.2 -0.2 -0.004 0.171 -1.821 0.443 -1.7 -1.2 -0.2 -0.004 0.131 -1.545 0.665 -1.7 -1.2 -0.2 -0.004 0.091 -1.269 0.886 -1.7 -1.2 -0.2 -0.004 0.051 -0.994 1.108 -1.7 -1.2 -0.2 -0.004 0.010 -0.718 1.329 -1.7 -1.2 -0.2 -0.004 -0.030 -0.442 1.551 -1.7 -1.2 -0.2 -0.004 -0.070 -0.166 1.772 -1.7 -1.2 -0.2 -0.004 -0.111 0.109 1.994 -1.7 -1.2 -0.2 -0.004 -0.151 0.385 2.215 -1.7 -1.2 -0.2 -0.004 -0.191 0.661 4:SEISMIC 3 0.000 5.3 -2.4 0.0 0.041 -0.159 -21.751 0.222 5.3 -2.4 0.0 0.041 -0.159 -21.213 0.443 5.3 -2.4 0.0 0.041 -0.159 -20.675 0.665 5.3 -2.4 0.0 0.041 -0.158 -20.137 0.886 5.3 -2.4 0.0 0.041 -0.158 -19.599 1.108 5.3 -2.4 0.0 0.041 -0.157 -19.061 1.329 5.3 -2.4 0.0 0.041 -0.157 -18.523 1.551 5.3 -2.4 0.0 0.041 -0.156 -17.985 1.772 5.3 -2.4 0.0 0.041 -0.156 -17.447 PrintTme/Date:01/03/2012 15:01 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 34 of 49 vvitn surrernng cyiinaer ploy-, Job No Sheet No Rev 409421 35 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd c''en1 Durham WWTP(CWS) F°e Support frame v6.std DateTme 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 1.994 5.3 -2.4 0.0 0.041 -0.155 -16.909 2.215 _ 5.3 -2.4 0.0 0.041 -0.155 -16.371 5:SEISMIC 4 0.000 9.3 -1.8 0.2 0.069 -0.427 -31.412 0.222 9.3 -1.8 0.2 0.069 -0.387 -31.007 0.443 9.3 -1.8 0.2 0.069 -0.347 -30.602 • 0.665 9.3 -1.8 0.2 0.069 -0.307 -30.197 0.886 9.3 -1.8 0.2 0.069 -0.267 -29.792 1.108 9.3 -1.8 0.2 0.069 -0.227 -29.387 1.329 9.3 -1.8 0.2 0.069 -0.187 -28.982 1.551 9.3 -1.8 0.2 0.069 -0.147 -28.577 1.772 9.3 -1.8 0.2 0.069 -0.108 -28.172 1.994 9.3 -1.8 0.2 0.069 -0.068 -27.767 2.215 9.3 -1.8 0.2 0.069 -0.028 -27.362 6:SEISMIC 5 0.000 8.4 -0.9 0.3 0.050 -0.471 -20.836 0.222 8.4 -0.9 0.3 0.050 -0.411 -20.637 0.443 8.4 -0.9 0.3 0.050 -0.352 -20.437 0.665 8.4 -0.9 0.3 0.050 -0.293 -20.237 0.886 8.4 -0.9 0.3 0.050 -0.234 -20.038 1.108 8.4 -0.9 0.3 0.050 -0.175 -19.838 1.329 8.4 -0.9 0.3 0.050 -0.116 -19.638 1.551 8.4 -0.9 0.3 0.050 -0.057 -19.439 1.772 8.4 -0.9 0.3 0.050 0.003 -19.239 1.994 8.4 -0.9 0.3 0.050 0.062 -19.039 2.215 8,4 -0.9 0.3 0.050 0.121 -18.840 303 1:DEAD 0.000 11.9 -18.1 0.1 -0.009 0.052 -33.298 0.337 11.9 -18.1 0.1 -0.009 0.070 -27.191 0.674 11.9 -18.1 0.1 -0.009 0.088 -21.080 1.010 11.9 -18.2 0.1 -0.009 0.107 -14.965 1.347 11.9 -18.2 0.1 -0.009 0.125 -8.845 1.684 11.9 -18.2 0.1 -0.009 0.143 -2.720 2.021 11.9 -18.2 0.1 -0.009 0.161 3.409 2.358 11.9 -18.2 0.1 -0.009 0.179 9.543 2.695 11.9 -18.2 0.1 -0.009 0.197 15.682 3.031 11.9 -18.2 0.1 -0.009 0.215 21.824 3.368 11.9 -18.3 0.1 -0.009 0.233 27.972 2:SEISMIC 1 0.000 -8.1 10.6 -0.0 0.008 -0.120 16.790 0.337 -8.1 10.6 -0.0 0.008 -0.122 13.212 0.674 -8.1 10.6 -0.0 0.008 -0.124 9.634 1.010 -8.1 10.6 -0.0 0.008 -0.125 6.057 1.347 -8.1 10.6 -0.0 0.008 -0.127 2.479 1.684 -8.1 10.6 -0.0 0.008 -0.129 -1.099 2.021 -8.1 10.6 -0.0 0.008 -0.130 -4.677 2.358 -8.1 10.6 -0.0 0.008 -0.132 -8.254 2.695 -8.1 10.6 -0.0 0.008 -0.134 -11.832 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 35 of 49 vvitn suireniny eyilnuer kvOa) Fp-, Job No Sheet No Rev 409421 36 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty DatE14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Date,T'me 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 3.031 -8.1 10.6 -0.0 0.008 -0.135 -15.410 3.368 -8.1 10.6 -0.0 0.008 -0.137 -18.988 3:SEISMIC 2 0.000 -2.0 1.6 0.1 -0.007 -0.191 0.667 0.337 -2.0 1.6 0.1 -0.007 -0.169 0.132 0.674 -2.0 1.6 0.1 -0.007 -0.146 -0.402 1.010 -2.0 1.6 0.1 -0.007 -0.123 -0.936 1.347 -2.0 1.6 0.1 -0.007 -0.101 -1.471 1.684 -2.0 1.6 0.1 -0.007 -0.078 -2.005 2.021 -2.0 1.6 0.1 -0.007 -0.055 -2.540 2.358 -2.0 1.6 0.1 -0.007 -0.033 -3.074 2.695 -2.0 1.6 0.1 -0.007 -0.010 -3.608 3.031 -2.0 1.6 0.1 -0.007 0.012 -4.143 3.368 -2.0 1.6 0.1 -0.007 0.035 -4.677 4:SEISMIC 3 0.000 5.4 -8.6 0.1 -0.018 -0.155 -16.476 0.337 5.4 -8.6 0.1 -0.018 -0.120 -13.566 0.674 5.4 -8.6 0.1 -0.018 -0.085 -10.656 1.010 5.4 -8.6 0.1 -0.018 -0.051 -7.745 1.347 5.4 -8.6 0.1 -0.018 -0.016 -4.835 1.684 5.4 -8.6 0.1 -0.018 0.019 -1.924 2.021 5.4 -8.6 0.1 -0.018 0.053 0.986 2.358 5.4 -8.6 0.1 -0.018 0.088 3.896 2.695 5.4 -8.6 0.1 -0.018 0.122 6.807 3.031 5.4 -8.6 0.1 -0.018 0.157 9.717 3.368 5.4 -8.6 0.1 -0.018 0.192 12.628 5:SEISMIC 4 0.000 9.7 -14.9 0.1 -0.018 -0.028 -27.534 0.337 9.7 -14.9 0.1 -0.018 -0.002 -22.521 0.674 9.7 -14.9 0.1 -0.018 0.025 -17.508 1.010 9.7 -14.9 0.1 -0.018 0.051 -12.494 1.347 9.7 -14.9 0.1 -0.018 0.077 -7.481 1.684 9.7 -14.9 0.1 -0.018 0.104 -2.468 2.021 9.7 -14.9 0.1 -0.018 0.130 2.546 2.358 9.7 -14.9 0.1 -0.018 0.156 7.559 2.695 9.7 -14.9 0.1 -0.018 0.183 12.572 3.031 9.7 -14.9 0.1 -0.018 0.209 17.586 3.368 9.7 -14.9 0.1 -0.018 0.235 22.599 6:SEISMIC 5 0.000 8.9 -11.8 0.0 -0.009 0.121 -18.964 0.337 8.9 -11.8 0.0 -0.009 0.124 -14.989 0.674 8.9 -11.8 0.0 -0.009 0.127 -11.014 1.010 8.9 -11.8 0.0 -0.009 0.130 -7.040 1.347 8.9 -11.8 0.0 -0.009 0.133 -3.065 1.684 8.9 -11.8 0.0 -0.009 0.137 0.909 2.021 8.9 -11.8 0.0 -0.009 0.140 4.884 2.358 8.9 -11.8 0.0 -0.009 0.143 8.859 2.695 8.9 -11.8 0.0 -0.009 0.146 12.833 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Pont Run 35 of 49 vvrtn surrening cyrinuer woad Fp-, Job No Sheet No I Rev 409421 37 Software licensed to CH2M HILL Part Job Tine Durham Pearl 2000 support frame Ref By T.Petty DatE14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Date,rime 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 3.031 8.9 -11.8 0.0 -0.009 0.149 16.808 3.368 8.9 -11.8 0.0 -0.009 0.152 20.782 400 1:DEAD 0.000 11.9 17.6 0.0 -0.011 -0.231 27.966 0.337 11.9 17.6 0.0 -0.011 -0.217 22.033 _ 0.674 11.9 17.6 0.0 -0.011 -0.202 16.105 1.010 11.9 17.6 0.0 -0.011 -0.187 10.182 1.347 11.9 17.6 0.0 -0.011 -0.173 4.263 1.684 11.9 17.6 0.0 -0.011 -0.158 -1.652 2.021 11.9 17.5 0.0 -0.011 -0.143 -7.561 2.358 11.9 17.5 0.0 -0.011 -0.129 -13.467 2.695 11.9 17.5 0.0 -0.011 -0.114 -19.367 3.031 11.9 17.5 0.0 -0.011 -0.099 -25.264 3.368 11.9 17.5 0.0 -0.011 -0.084 -31.156 2:SEISMIC 1 0.000 12.7 12.6 -0.0 -0.009 -0.183 29.758 0.337 12.7 12.6 -0.0 -0.009 -0.188 25.507 0.674 12.7 12.6 -0.0 -0.009 -0.193 21.257 1.010 12.7 12.6 -0.0 -0.009 -0.198 17.006 1.347 12.7 12.6 -0.0 -0.009 -0.203 12.756 1.684 12.7 12.6 -0.0 -0.009 -0.208 8.505 2.021 12.7 12.6 -0.0 -0.009 -0.213 4.255 2.358 12.7 12.6 -0.0 -0.009 -0.218 0.004 2.695 12.7 12.6 -0.0 -0.009 -0.223 -4.246 3.031 12.7 12.6 -0.0 -0.009 -0.228 -8.497 3.368 12.7 12.6 -0.0 -0.009 -0.233 -12.747 3:SEISMIC 2 0.000 3.9 2.2 -0.1 0.005 -0.005 9.073 0.337 3.9 2.2 -0.1 0.005 -0.023 8.331 0.674 3.9 2.2 -0.1 0.005 -0.041 7.589 1.010 3.9 2.2 -0.1 0.005 -0.059 6.847 1.347 3.9 2.2 -0.1 0.005 -0.077 6.105 1.684 3.9 2.2 -0.1 0.005 -0.095 5.364 2.021 3.9 2.2 -0.1 0.005 -0.113 4.622 2.358 3.9 2.2 -0.1 0.005 -0.131 3.880 2.695 3.9 2.2 -0.1 0.005 -0.149 3.138 3.031 3.9 2.2 -0.1 0.005 -0.167 2.396 3.368 3.9 2.2 -0.1 0.005 -0.185 1.654 4:SEISMIC 3 0.000 -6.8 -9.1 -0.1 0.016 0.171 -15.997 0.337 -6.8 -9.1 -0.1 0.016 0.150 -12.929 0.674 -6.8 -9.1 -0.1 0.016 0.129 -9.861 1.010 -6.8 -9.1 -0.1 0.016 0.109 -6.794 1.347 -6.8 -9.1 -0.1 0.016 0.088 -3.726 1.684 -6.8 -9.1 -0.1 0.016 0.067 -0.658 2.021 -6.8 -9.1 -0.1 0.016 0.046 2.410 2.358 -6.8 -9.1 -0.1 0.016 0.026 5.478 2.695 -6.8 -9.1 -0.1 0.016 0.005 8.545 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 37 of 49 vvitn surrening cyiinaer woad Job No Sheet No Rev 409421 38 A Part ■ Software licensed to CH2M HILL Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 chd Cued Durham WWTP(CWS) F°e Support frame v6.std Date.Tlme 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 3.031 -6.8 -9.1 -0.1 0.016 -0.016 11.613 _ 3.368 -6.8 -9.1 -0.1 0.016 -0.037 14.681 5:SEISMIC 4 0.000 -15.8 -19.3 -0.0 0.020 0.282 -36.894 0.337 -15.8 -19.3 -0.0 0.020 0.270 -30.405 0.674 -15.8 -19.3 -0.0 0.020 0.259 -23.915 1.010 -15.8 -19.3 -0.0 0.020 0.248 -17.426 1.347 -15.8 -19.3 -0.0 0.020 0.237 -10.937 1.684 -15.8 -19.3 -0.0 0.020 0.226 -4.447 2.021 -15.8 -19.3 -0.0 0.020 0.214 2.042 2.358 -15.8 -19.3 -0.0 0.020 0.203 8.531 2.695 -15.8 -19.3 -0.0 0.020 0.192 15.021 3.031 -15.8 -19.3 -0.0 0.020 0.181 21.510 3.368 -15.8 -19.3 -0.0 0.020 0.170 27.999 6:SEISMIC 5 0.000 -11.9 -11.5 0.0 0.009 0.168 -27.962 0.337 -11.9 -11.5 0.0 0.009 0.174 -24.082 0.674 -11.9 -11.5 0.0 0.009 0.180 -20.202 1.010 -11.9 -11.5 0.0 0.009 0.186 -16.321 1.347 -11.9 -11.5 0.0 0.009 0.192 -12.441 1.684 -11.9 -11.5 0.0 0.009 0.198 -8.561 2.021 -11.9 -11.5 0.0 0.009 0.205 -4.681 2.358 -11.9 -11.5 0.0 0.009 0.211 -0.801 2.695 -11.9 -11.5 0.0 0.009 0.217 3.080 3.031 -11.9 -11.5 0.0 0.009 0.223 6.960 3.368 -11.9 -11.5 0.0 0.009 0.229 10.840 401 1:DEAD 0.000 11.5 3.3 0.2 0.068 -0.084 -30.961 0.255 11.5 3.3 0.2 0.068 -0.041 -31.799 0.510 11.5 3.3 0.2 0.068 0.002 -32.634 0.765 11.5 3.3 0.2 0.068 0.046 -33.467 1.019 11.5 3.3 0.2 0.068 0.089 -34.297 1.274 11.5 3.2 0.2 0.068 0.133 -35.125 1.529 11.5 3.2 0.2 0.068 0.176 -35.950 1.784 11.5 3.2 0.2 0.068 0.219 -36.772 2.039 11.5 3.2 0.2 0.068 0.263 -37.592 2.294 11.5 3.2 0.2 0.068 0.306 -38.409 2.548 11.5 3.2 0.2 0.068 0.350 -39.224 2:SEISMIC 1 0.000 12.0 1.4 0.3 0.041 -0.233 -12.638 0.255 12.0 1.4 0.3 0.041 -0.157 -13.003 0.510 12.0 1.4 0.3 0.041 -0.082 -13.368 0.765 12.0 1.4 0.3 0.041 -0.007 -13.733 1.019 12.0 1.4 0.3 0.041 0.069 -14.098 1.274 12.0 1.4 0.3 0.041 0.144 -14.463 1.529 12.0 1.4 0.3 0.041 0.219 -14.828 1.784 12.0 1.4 0.3 0.041 0.295 -15.194 2.039 12.0 1.4 0.3 0.041 0.370 -15.559 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 38 of 49 vvitn surrening cyiinaer kvoa) Fejp-. I Job No Sheet No Rev 409421 39 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty DatE14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Daternme 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.294 12.0 1.4 0.3 0.041 0.445 -15.924 2.548 12.0 1.4 0.3 0.041 0.521 -16.289 3:SEISMIC 2 0.000 3.6 -0.9 0.1 0.002 -0.185 1.655 0.255 3.6 -0.9 0.1 0.002 -0.149 1.875 0.510 3.6 -0.9 0.1 0.002 -0.112 2.094 0.765 3.6 -0.9 0.1 0.002 -0.075 2.314 1.019 3.6 -0.9 0.1 0.002 -0.038 2.534 1.274 3.6 -0.9 0.1 0.002 -0.001 2.754 1.529 3.6 -0.9 0.1 0.002 0.036 2.974 1.784 3.6 -0.9 0.1 0.002 0.072 3.194 2.039 3.6 -0.9 0.1 0.002 0.109 3.414 2.294 3.6 -0.9 0.1 0.002 0.146 3.633 2.548 3.6 -0.9 0.1 0.002 0.183 3.853 4:SEISMIC 3 0.000 -6.6 -2.5 -0.1 -0.038 -0.037 14.576 0.255 -6.6 -2.5 -0.1 -0.038 -0.058 15.205 0.510 -6.6 -2.5 -0.1 -0.038 -0.079 15.834 0.765 -6.6 -2.5 -0.1 -0.038 -0.100 16.463 1.019 -6.6 -2.5 -0.1 -0.038 -0.121 17.092 1.274 -6.6 -2.5 -0.1 -0.038 -0.143 17.721 1.529 -6.6 -2.5 -0.1 -0.038 -0.164 18.350 1.784 -6.6 -2.5 -0.1 -0.038 -0.185 18.979 2.039 -6.6 -2.5 -0.1 -0.038 -0.206 19.607 2.294 -6.6 -2.5 -0.1 -0.038 -0.227 20.236 2.548 -6.6 -2.5 -0.1 -0.038 -0.249 20.865 5:SEISMIC 4 0.000 -15.0 -2.8 -0.3 -0.074 0.170 27.800 0.255 -15.0 -2.8 -0.3 -0.074 0.087 28.521 0.510 -15.0 -2.8 -0.3 -0.074 0.005 29.242 0.765 -15.0 -2.8 -0.3 -0.074 -0.077 29.964 1.019 -15.0 -2.8 -0.3 -0.074 -0.159 30.685 1.274 -15.0 -2.8 -0.3 -0.074 -0.241 31.407 1.529 -15.0 -2.8 -0.3 -0.074 -0.323 32.128 1.784 -15.0 -2.8 -0.3 -0.074 -0.405 32.849 2.039 -15.0 -2.8 -0.3 -0.074 -0.487 33.571 2.294 -15.0 -2.8 -0.3 -0.074 -0.569 34.292 2.548 -15.0 -2.8 -0.3 -0.074 -0.651 35.014 6:SEISMIC 5 0.000 -11.3 -1.2 -0.3 -0.037 0.229 10.743 0.255 -11.3 -1.2 -0.3 -0.037 0.156 11.043 0.510 -11.3 -1.2 -0.3 -0.037 0.083 11.343 0.765 -11.3 -1.2 -0.3 -0.037 0.010 11.643 1.019 -11.3 -1.2 -0.3 -0.037 -0.063 11.944 1.274 -11.3 -1.2 -0.3 -0.037 -0.137 12.244 1.529 -11.3 -1.2 -0.3 -0.037 -0.210 12.544 1.784 -11.3 -1.2 -0.3 -0.037 -0.283 12.844 2.039 -11.3 -1.2 -0.3 -0.037 -0.356 13.144 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 39 of 49 vvitn surrening cyiinaer Ivoa) pip-, Job No Sheet No Rev 409421 40 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty DatE14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std IDatemme 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam ' L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.294 -11.3 -1.2 -0.3 -0.037 -0.429 13.445 2.548 -11.3 -1.2 -0.3 -0.037 -0.502 13.745 402 1:DEAD 0.000 11.5 -4.1 -0.2 -0.075 0.344 -42.308 0.222 11.5 -4.1 -0.2 -0.075 0.304 -41.396 0.443 11.5 -4.1 -0.2 -0.075 0.265 -40.483 0.665 11.5 -4.1 -0.2 -0.075 0.225 -39.567 0.886 11.5 -4.1 -0.2 -0.075 0.185 -38.650 1.108 11.5 -4.2 -0.2 -0.075 0.146 -37.730 1.329 11.5 -4.2 -0.2 -0.075 0.106 -36.809 1.551 11.5 -4.2 -0.2 -0.075 0.067 -35.885 1.772 11.5 -4.2 -0.2 -0.075 0.027 -34.960 1.994 11.5 -4.2 -0.2 -0.075 -0.013 -34.033 2.215 11.5 -4.2 -0.2 -0.075 -0.052 -33.103 2:SEISMIC 1 0.000 -7.0 0.4 0.2 0.044 -0.393 17.587 0.222 -7.0 0.4 0.2 0.044 -0.342 17.507 0.443 -7.0 0.4 0.2 0.044 -0.291 17.428 0.665 -7.0 0.4 0.2 0.044 -0.241 17.348 0.886 -7.0 0.4 0.2 0.044 -0.190 17.269 1.108 -7.0 0.4 0.2 0.044 -0.139 17.189 1.329 -7.0 0.4 0.2 0.044 -0.089 17.109 1.551 -7.0 0.4 0.2 0.044 -0.038 17.030 1.772 -7.0 0.4 0.2 0.044 0.013 16.950 1.994 -7.0 0.4 0.2 0.044 0.064 16.871 2.215 -7.0 0.4 0.2 0.044 0.114 16.791 3:SEISMIC 2 0.000 -8.8 2.1 0.2 0.061 -0.400 28.527 0.222 -8.8 2.1 0.2 0.061 -0.357 28.059 0.443 -8.8 2.1 0.2 0.061 -0.314 27.591 0.665 -8.8 2.1 0.2 0.061 -0.271 27.123 0.886 -8.8 2.1 0.2 0.061 -0.228 26.656 1.108 -8.8 2.1 0.2 0.061 -0.185 26.188 1.329 -8.8 2.1 0.2 0.061 -0.143 25.720 1.551 -8.8 2.1 0.2 0.061 -0.100 25.252 1.772 -8.8 2.1 0.2 0.061 -0.057 24.785 1.994 -8.8 2.1 0.2 0.061 -0.014 24.317 2.215 -8.8 2.1 0.2 0.061 0.029 23.849 4:SEISMIC 3 0.000 -5.3 2.5 0.0 0.040 -0.176 21.878 0.222 -5.3 2.5 0.0 0.040 -0.166 21.313 0.443 -5.3 2.5 0.0 0.040 -0.156 20.749 0.665 -5.3 2.5 0.0 0.040 -0.145 20.184 0.886 -5.3 2.5 0.0 0.040 -0.135 19.620 1.108 -5.3 2.5 0.0 0.040 -0.124 19.055 1.329 -5.3 2.5 0.0 0.040 -0.114 18.491 1.551 -5.3 2.5 0.0 0.040 -0.104 17.926 1.772 -5.3 2.5 0.0 0.040 -0.093 17.362 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 40 of 49 vvitn siirrenrng cynnaer (voa) �''" Job No Sheet No Rev A 409421 41 Part ■I Software licensed to CH2M HILL Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Date/Time 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 1.994 -5.3 2.5 0.0 0.040 -0.083 16.797 2.215 _ -5.3 2.5 0.0 0.040 -0.072 16.233 5:SEISMIC 4 0.000 -0.8 3.0 -0.1 0.003 0.109 8.224 0.222 -0.8 3.0 -0.1 0.003 0.089 7.554 0.443 -0.8 3.0 -0.1 0.003 0.069 6.883 0.665 -0.8 3.0 -0.1 0.003 0.049 6.212 0.886 -0.8 3.0 -0.1 0.003 0.029 5.542 1.108 -0.8 3.0 -0.1 0.003 0.010 4.871 1.329 -0.8 3.0 -0.1 0.003 -0.010 4.201 1.551 -0.8 3.0 -0.1 0.003 -0.030 3.530 1.772 -0.8 3.0 -0.1 0.003 -0.050 2.859 1.994 -0.8 3.0 -0.1 0.003 -0.070 2.189 2.215 -0.8 3.0 -0.1 0.003 -0.090 1.518 6:SEISMIC 5 0.000 7.7 -0.7 -0.2 -0.049 0.410 -20.400 0.222 7.7 -0.7 -0.2 -0.049 0.357 -20.255 0.443 7.7 -0.7 -0.2 -0.049 0.305 -20.110 0.665 7.7 -0.7 -0.2 -0.049 0.252 -19.966 0.886 7.7 -0.7 -0.2 -0.049 0.200 -19.821 1.108 7.7 -0.7 -0.2 -0.049 0.147 -19.676 1.329 7.7 -0.7 -0.2 -0.049 0.095 -19.531 1.551 7.7 -0.7 -0.2 -0.049 0.042 -19.387 1.772 7.7 -0.7 -0.2 -0.049 -0.010 -19.242 1.994 7.7 -0.7 -0.2 -0.049 -0.062 -19.097 2.215 7.7 -0.7 -0.2 -0.049 -0.115 -18.952 403 1:DEAD 0.000 11.9 -18.1 -0.1 0.009 -0.052 -33.297 0.337 11.9 -18.1 -0.1 0.009 -0.070 -27.190 0.674 11.9 -18.2 -0.1 0.009 -0.088 -21.078 1.010 11.9 -18.2 -0.1 0.009 -0.107 -14.961 1.347 11.9 -18.2 -0.1 0.009 -0.125 -8.841 1.684 11.9 -18.2 -0.1 0.009 -0.143 -2.715 2.021 11.9 -18.2 -0.1 0.009 -0.161 3.415 2.358 11.9 -18.2 -0.1 0.009 -0.179 9.550 2.695 11.9 -18.2 -0.1 0.009 -0.197 15.689 3.031 11.9 -18.2 -0.1 0.009 -0.215 21.832 3.368 11.9 -18.3 -0.1 0.009 -0.234 27.980 2:SEISMIC 1 0.000 -7.4 10.1 0.0 -0.006 0.114 16.899 0.337 -7.4 10.1 0.0 -0.006 0.115 13.481 0.674 -7.4 10.1 0.0 -0.006 0.116 10.062 1.010 -7.4 10.1 0.0 -0.006 0.117 6.644 1.347 -7.4 10.1 0.0 -0.006 0.117 3.225 1.684 -7.4 10.1 0.0 -0.006 0.118 -0.193 2.021 -7.4 10.1 0.0 -0.006 0.119 -3.612 2.358 -7.4 10.1 0.0 -0.006 0.120 -7.030 2.695 -7.4 10.1 0.0 -0.006 0.121 -10.448 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 41 of 49 vvitn stlrrening cynnaer Ivoa) Job No Sheet No Rev 409421 42 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std DateRme 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip ft) 3.031 -7.4 10.1 0.0 -0.006 0.121 -13.867 3.368 -7.4 10.1 0.0 -0.006 0.122 -17.285 3:SEISMIC 2 0.000 -9.2 13.5 0.0 -0.013 0.029 23.999 0.337 -9.2 13.5 0.0 -0.013 0.045 19.456 0.674 -9.2 13.5 0.0 -0.013 0.062 14.913 1.010 -9.2 13.5 0.0 -0.013 0.078 10.371 1.347 -9.2 13.5 0.0 -0.013 0.095 5.828 1.684 -9.2 13.5 0.0 -0.013 0.111 1.285 2.021 -9.2 13.5 0.0 -0.013 0.128 -3.258 2.358 -9.2 13.5 0.0 -0.013 0.144 -7.800 2.695 -9.2 13.5 0.0 -0.013 0.161 -12.343 3.031 -9.2 13.5 0.0 -0.013 0.177 -16.886 3.368 -9.2 13.5 0.0 -0.013 0.194 -21.429 4:SEISMIC 3 0.000 -5.4 8.6 0.1 -0.012 -0.072 16.333 0.337 -5.4 8.6 0.1 -0.012 -0.050 13.428 0.674 -5.4 8.6 0.1 -0.012 -0.028 10.523 1.010 -5.4 8.6 0.1 -0.012 -0.006 7.618 1.347 -5.4 8.6 0.1 -0.012 0.016 4.713 1.684 -5.4 8.6 0.1 -0.012 0.038 1.808 2.021 -5.4 8.6 0.1 -0.012 0.060 -1.097 2.358 -5.4 8.6 0.1 -0.012 0.082 -4.002 2.695 -5.4 8.6 0.1 -0.012 0.105 -6.907 3.031 -5.4 8.6 0.1 -0.012 0.127 -9.812 3.368 -5.4 8.6 0.1 -0.012 0.149 -12.717 5:SEISMIC 4 0.000 -0.7 0.9 0.0 -0.004 -0.090 1.526 0.337 -0.7 0.9 0.0 -0.004 -0.076 1.213 0.674 -0.7 0.9 0.0 -0.004 -0.063 0.900 1.010 -0.7 0.9 0.0 -0.004 -0.050 0.587 1.347 -0.7 0.9 0.0 -0.004 -0.037 0.273 1.684 -0.7 0.9 0.0 -0.004 -0.024 -0.040 2.021 -0.7 0.9 0.0 -0.004 -0.011 -0.353 2.358 -0.7 0.9 0.0 -0.004 0.003 -0.667 2.695 -0.7 0.9 0.0 -0.004 0.016 -0.980 3.031 -0.7 0.9 0.0 -0.004 0.029 -1.293 3.368 -0.7 0.9 0.0 -0.004 0.042 -1.606 6:SEISMIC 5 0.000 8.2 -11.3 -0.0 0.007 -0.115 -19.073 0.337 8.2 -11.3 -0.0 0.007 -0.117 -15.258 0.674 8.2 -11.3 -0.0 0.007 -0.119 -11.444 1.010 8.2 -11.3 -0.0 0.007 -0.122 -7.629 1.347 8.2 -11.3 -0.0 0.007 -0.124 -3.814 1.684 8.2 -11.3 -0.0 0.007 -0.126 0.001 2.021 8.2 -11.3 -0.0 0.007 -0.128 3.816 2.358 8.2 -11.3 -0.0 0.007 -0.131 7.631 2.695 8.2 -11.3 -0.0 0.007 -0.133 11.445 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 42 of 49 vvitn sUrrening cyiinaer ivoa) Job Na Sheet No Rev A , ■ 409421 43 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Dat€14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Date/Time 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 3.031 8.2 -11.3 -0.0 0.007 -0.135 15.260 3.368 8.2 -11.3 -0.0 0.007 -0.137 19.075 500 1:DEAD 0.000 -7.5 0.0 0.0 -0.000 0.000 0.058 1.150 -7.5 0.0 0.0 -0.000 0.000 0.028 2.300 -7.5 0.0 0.0 -0.000 0.000 0.004 3.450 -7.5 0.0 0.0 -0.000 0.000 -0.013 4.600 -7.5 0.0 0.0 -0.000 0.000 -0.023 5.750 -7.5 0.0 0.0 -0.000 0.000 -0.027 6.900 -7.5 -0.0 0.0 -0.000 0.000 -0.023 8.050 -7.5 -0.0 0.0 -0.000 0.000 -0.013 9.200 -7.5 -0.0 0.0 -0.000 0.000 0.004 10.350 -7.5 -0.0 0.0 -0.000 0.000 0.028 11.500 -7.5 -0.0 0.0 -0.000 0.000 0.058 2:SEISMIC 1 0.000 -3.6 0.0 0.0 -0.001 -0.002 0.013 1.150 -3.6 0.0 0.0 -0.001 -0.001 0.011 2.300 -3.6 0.0 0.0 -0.001 -0.000 0.009 3.450 -3.6 0.0 0.0 -0.001 0.000 0.006 4.600 -3.6 0.0 0.0 -0.001 0.001 0.004 5.750 -3.6 0.0 0.0 -0.001 0.002 0.001 6.900 -3.6 0.0 0.0 -0.001 0.002 -0.001 8.050 -3.6 0.0 0.0 -0.001 0.003 -0.003 9.200 -3.6 0.0 0.0 -0.001 0.003 -0.006 10.350 -3.6 0.0 0.0 -0.001 0.004 -0.008 11.500 -3.6 0.0 0.0 -0.001 0.005 -0.010 3:SEISMIC 2 0.000 4.0 0.0 0.0 0.003 -0.001 0.198 1.150 4.0 0.0 0.0 0.003 -0.001 0.161 2.300 4.0 0.0 0.0 0.003 -0.000 0.124 3.450 4.0 0.0 0.0 0.003 0.000 0.087 4.600 4.0 0.0 0.0 0.003 0.000 0.050 5.750 4.0 0.0 0.0 0.003 0.001 0.013 6.900 4.0 0.0 0.0 0.003 0.001 -0.024 8.050 4.0 0.0 0.0 0.003 0.002 -0.061 9.200 4.0 0.0 0.0 0.003 0.002 -0.098 10.350 4.0 0.0 0.0 0.003 0.003 -0.135 11.500 4.0 0.0 0.0 0.003 0.003 -0.172 4:SEISMIC 3 0.000 9.3 0.0 -0.0 0.005 -0.000 0.270 1.150 9.3 0.0 -0.0 0.005 -0.000 0.220 2.300 9.3 0.0 -0.0 0.005 -0.000 0.169 3.450 9.3 0.0 -0.0 0.005 -0.000 0.118 4.600 9.3 0.0 -0.0 0.005 -0.000 0.068 5.750 9.3 0.0 -0.0 0.005 -0.000 0.017 6.900 9.3 0.0 -0.0 0.005 -0.000 -0.034 8.050 9.3 0.0 -0.0 0.005 -0.000 -0.084 9.200 9.3 0.0 -0.0 0.005 -0.000 -0.135 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 43 of 49 vvitn surrening cyirnuer tvod) FIR-, Job No Sheet No Rev 409421 44 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Date/rime 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 10.350 9.3 0.0 -0.0 0.005 -0.000 -0.186 11.500 9.3 0.0 -0.0 0.005 -0.000 -0.237 5:SEISMIC 4 0.000 10.4 0.0 -0.0 0.006 0.001 0.175 1.150 10.4 0.0 -0.0 0.006 0.001 0.142 2.300 10.4 0.0 -0.0 0.006 0.000 0.109 3.450 10.4 0.0 -0.0 0.006 -0.000 0.076 4.600 10.4 0.0 -0.0 0.006 -0.001 0.043 5.750 10.4 0.0 -0.0 0.006 -0.002 0.011 6.900 10.4 0.0 -0.0 0.006 -0.002 -0.022 8.050 10.4 0.0 -0.0 0.006 -0.003 -0.055 9.200 10.4 0.0 -0.0 0.006 -0.003 -0.088 10.350 10.4 0.0 -0.0 0.006 -0.004 -0.121 11.500 10.4 0.0 -0.0 0.006 -0.005 -0.154 6:SEISMIC 5 0.000 3.1 -0.0 -0.0 0.001 0.002 -0.013 1.150 3.1 -0.0 -0.0 0.001 0.001 -0.011 2.300 3.1 -0.0 -0.0 0.001 0.000 -0.008 3.450 3.1 -0.0 -0.0 0.001 -0.000 -0.006 4.600 3.1 -0.0 -0.0 0.001 -0.001 -0.004 5.750 3.1 -0.0 -0.0 0.001 -0.002 -0.001 6.900 3.1 -0.0 -0.0 0.001 -0.002 0.001 8.050 3.1 -0.0 -0.0 0.001 -0.003 0.003 9.200 3.1 -0.0 -0.0 0.001 -0.003 0.006 10,350 3.1 -0.0 -0.0 0.001 -0.004 0.008 11.500 3.1 -0.0 -0.0 0.001 -0.005 0.010 501 1:DEAD 0.000 -12.0 0.0 -0.0 0.000 0.000 0.036 1.150 -12.0 0.0 -0.0 0.000 0.000 0.006 2.300 -12.0 0.0 -0.0 0.000 0.000 -0.018 3.450 -12.0 0.0 -0.0 0.000 0.000 -0.036 4.600 -12.0 0.0 -0.0 0.000 0.000 -0.046 5.750 -12.0 0.0 -0.0 0.000 0.000 -0.051 6.900 -12.0 -0.0 -0.0 0.000 0.000 -0.047 8.050 -12.0 -0.0 -0.0 0.000 0.000 -0.037 9.200 -12.0 -0.0 -0.0 0.000 0.000 -0.020 10.350 -12.0 -0.0 -0.0 0.000 0.000 0.003 11.500 -12.0 -0.0 -0.0 0.000 0.000 0.033 2:SEISMIC 1 0.000 8.2 0.0 -0.0 0.004 0.001 0.090 1.150 8.2 0.0 -0.0 0.004 0.001 0.074 2.300 8.2 0.0 -0.0 0.004 0.001 0.058 3.450 8.2 0.0 -0.0 0.004 0.001 0.043 4.600 8.2 0.0 -0.0 0.004 0.000 0.027 5.750 8.2 0.0 -0.0 0.004 0.000 0.011 6.900 8.2 0.0 -0.0 0.004 0.000 -0.005 8.050 8.2 0.0 -0.0 0.004 -0.000 -0.021 9.200 8.2 0.0 -0.0 0.004 -0.000 -0.037 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print RLn 44 of 49 vvitn stiffening cynnaei lvod) poi. Joe No Sheet No Rev 409421 45 Software licensed to CH2M HILL Part , Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Cnd Client Durham WWTP(CWS) File Support frame v6.std Date'T'me 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) I (kip-ft) 10.350 8.2 0.0 -0.0 0.004 -0.000 -0.052 11.500 8.2 0.0 _ -0.0 0.004 -0.000 -0.068 3:SEISMIC 2 0.000 2.0 0.0 -0.0 0.005 0.003 0.061 1.150 2.0 0.0 -0.0 0.005 0.002 0.049 2.300 2.0 0.0 -0.0 0.005 0.001 0.037 3.450 2.0 0.0 -0.0 0.005 0.000 0.025 4.600 2.0 0.0 -0.0 0.005 -0.000 0.013 5.750 2.0 0.0 -0.0 0.005 -0.001 0.001 6.900 2.0 0.0 -0.0 0.005 -0.002 -0.012 8.050 2.0 0.0 -0.0 0.005 -0.003 -0.024 9.200 2.0 0.0 -0.0 0.005 -0.004 -0.036 10.350 2.0 0.0 -0.0 0.005 -0.004 -0.048 11.500 2.0 0.0 , -0.0 0.005 -0.005 -0.060 4:SEISMIC 3 0.000 -5.4 0.0 -0.0 0.004 0.003 -0.002 1.150 -5.4 0.0 -0.0 0.004 0.002 -0.004 2.300 -5.4 0.0 -0.0 0.004 0.001 -0.005 3.450 -5.4 0.0 -0.0 0.004 0.000 -0.007 4.600 -5.4 0.0 -0.0 0.004 -0.001 -0.009 5.750 -5.4 0.0 -0.0 0.004 -0.002 -0.010 6.900 -5.4 0.0 -0.0 0.004 -0.003 -0.012 8.050 -5.4 0.0 -0.0 0.004 -0.004 -0.014 9.200 -5.4 0.0 -0.0 0.004 -0.005 -0.015 10.350 -5.4 0.0 -0.0 0.004 -0.006 -0.017 11.500 -5.4 0.0 -0.0 0.004 -0.007 -0.018 5:SEISMIC 4 0.000 -9.7 -0.0 -0.0 0.000 0.002 -0.059 1.150 -9.7 -0.0 -0.0 0.000 0.001 -0.050 2.300 -9.7 -0.0 -0.0 0.000 0.001 -0.041 3.450 -9.7 -0.0 -0.0 0.000 -0.000 -0.033 4.600 -9.7 -0.0 -0.0 0.000 -0.001 -0.024 5.750 -9.7 -0.0 -0.0 0.000 -0.002 -0.015 6.900 -9.7 -0.0 -0.0 0.000 -0.003 -0.007 8.050 -9.7 -0.0 -0.0 0.000 -0.004 0.002 9.200 -9.7 -0.0 -0.0 0.000 -0.004 0.011 10.350 -9.7 -0.0 -0.0 0.000 -0.005 0.020 11.500 -9.7 -0.0 -0.0 0.000 -0.006 0.028 6:SEISMIC 5 0.000 -9.0 -0.0 0.0 -0.004 -0.001 -0.091 1.150 -9.0 -0.0 0.0 -0.004 -0.001 -0.076 2.300 -9.0 -0.0 0.0 -0.004 -0.001 -0.060 3.450 -9.0 -0.0 0.0 -0.004 -0.001 -0.044 4.600 -9.0 -0.0 0.0 -0.004 -0.000 -0.028 5.750 -9.0 -0.0 0.0 -0.004 -0.000 -0.012 6.900 -9.0 -0.0 0.0 -0.004 -0.000 0.003 8.050 -9.0 -0.0 0.0 -0.004 0.000 0.019 9.200 -9.0 -0.0 0.0 -0.004 0.000 0.035 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Prnt Ran 45 of 49 vvitn stinening cyiinaer (voa) pip-. Job No Sheet No Rev 409421 46 Part Software licensed to CH2M HILL Job Title Durham Pearl 2000 support frame Ref By T.Petty Date'4-Feb-12 chd Client Durham WWTP(CWS) File Support frame v6.std Daternme 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 10.350 -9.0 -0.0 0.0 -0.004 0.000 0.051 11.500 -9.0 -0.0 0.0 -0.004 0.000 0.067 502 1:DEAD 0.000 -12.0 0.0 0.0 0.000 -0.000 0.036 1.150 -12.0 0.0 0.0 0.000 -0.000 0.005 2.300 -12.0 0.0 0.0 0.000 -0.000 -0.018 3.450 -12.0 0.0 0.0 0.000 -0.000 -0.036 4.600 -12.0 0.0 0.0 0.000 -0.000 -0.046 5.750 -12.0 0.0 0.0 0.000 -0.000 -0.051 6.900 -12.0 -0.0 0.0 0.000 -0.000 -0.047 8.050 -12.0 -0.0 0.0 0.000 -0.000 -0.037 9.200 -12.0 -0.0 0.0 0.000 -0.000 -0.020 10.350 -12.0 -0.0 0.0 0.000 -0.000 0.003 11.500 -12.0 -0.0 0.0 0.000 -0.000 0.033 2:SEISMIC 1 0.000 7.4 0.0 -0.0 0.002 0.006 0.080 1.150 7.4 0.0 -0.0 0.002 0.004 0.066 2.300 7.4 0.0 -0.0 0.002 0.003 0.052 3.450 7.4 0.0 -0.0 0.002 0.002 0.038 4.600 7.4 0.0 -0.0 0.002 0.001 0.024 5.750 7.4 0.0 -0.0 0.002 -0.000 0.010 6.900 7.4 0.0 -0.0 0.002 -0.001 -0.004 8.050 7.4 0.0 -0.0 0.002 -0.002 -0.018 9.200 7.4 0.0 -0.0 0.002 -0.003 -0.032 10.350 7.4 0.0 -0.0 0.002 -0.005 -0.046 11.500 7.4 0.0 -0.0 0.002 -0.006 -0.060 3:SEISMIC 2 0.000 9.2 0.0 -0.0 0.003 0.006 0.057 1.150 9.2 0.0 -0.0 0.003 0.004 0.049 2.300 9.2 0.0 -0.0 0.003 0.003 0.040 3.450 9.2 0.0 -0.0 0.003 0.001 0.032 4.600 9.2 0.0 -0.0 0.003 0.000 0.023 5.750 9.2 0.0 -0.0 0.003 -0.001 0.015 6.900 9.2 0.0 -0.0 0.003 -0.003 0.006 8.050 9.2 0.0 -0.0 0.003 -0.004 -0.003 9.200 9.2 0.0 -0.0 0.003 -0.005 -0.011 10.350 9.2 0.0 -0.0 0.003 -0.007 -0.020 11.500 9.2 0.0 -0.0 0.003 -0.008 -0.028 4:SEISMIC 3 0.000 5.4 -0.0 -0.0 0.003 0.002 0.003 1.150 5.4 -0.0 -0.0 0.003 0.002 0.004 2.300 5.4 -0.0 -0.0 0.003 0.001 0.006 3.450 5.4 -0.0 -0.0 0.003 -0.000 0.007 4.600 5.4 -0.0 -0.0 0.003 -0.001 0.009 5.750 5.4 -0.0 -0.0 0.003 -0.002 0.010 6.900 5.4 -0.0 -0.0 0.003 -0.003 0.012 8.050 5.4 -0.0 -0.0 0.003 -0.003 0.013 9.200 5.4 -0.0 -0.0 0.003 -0.004 0.015 Print Time/Date:01/03/201215:01 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 46 of 49 vvitn stirrening cyiinaer wna) Frip,-, Job No Sheet No Rev 409421 47 A. Part Software licensed to CH2M HILL Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) F°e Support frame v6.std Date'Tme 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip ft) (kip-ft) 10.350 5.4 -0.0 -0.0 0.003 -0.005 0.017 11.500 5.4 -0.0 -0.0 0.003 -0.006 0.018 5:SEISMIC 4 0.000 0.7 -0.0 0.0 0.001 -0.003 -0.045 1.150 0.7 -0.0 0.0 0.001 -0.003 -0.035 2.300 0.7 -0.0 0.0 0.001 -0.002 -0.025 3.450 0.7 -0.0 0.0 0.001 -0.002 -0.016 4.600 0.7 -0.0 0.0 0.001 -0.002 -0.006 5.750 0.7 -0.0 0.0 0.001 -0.001 0.004 6.900 0.7 -0.0 0.0 0.001 -0.001 0.014 8.050 0.7 -0.0 0.0 0.001 -0.001 0.024 9.200 0.7 -0.0 0.0 0.001 -0.001 0.034 10.350 0.7 -0.0 0.0 0.001 -0.000 0.044 11.500 0.7 -0.0 0.0 0.001 0.000 0.053 6:SEISMIC 5 0.000 -8.2 -0.0 0.0 -0.002 -0.006 -0.081 1.150 -8.2 -0.0 0.0 -0.002 -0.004 -0.067 2.300 -8.2 -0.0 0.0 -0.002 -0.003 -0.053 3.450 -8.2 -0.0 0.0 -0.002 -0.002 -0.039 4.600 -8.2 -0.0 0.0 -0.002 -0.001 -0.025 5.750 -8.2 -0.0 0.0 -0.002 0.000 -0.011 6.900 -8.2 -0.0 0.0 -0.002 0.001 0.003 8.050 -8.2 -0.0 0.0 -0.002 0.002 0.017 9.200 -8.2 -0.0 0.0 -0.002 0.003 0.031 10.350 -8.2 -0.0 0.0 -0.002 0.005 0.044 11.500 -8.2 -0.0 0.0 -0.002 0.006 0.058 503 1:DEAD 0.000 -7.5 0.0 0.0 -0.000 -0.000 0.058 1.150 -7.5 0.0 0.0 -0.000 -0.000 0.028 2.300 -7.5 0.0 0.0 -0.000 -0.000 0.004 3.450 -7.5 0.0 0.0 -0.000 -0.000 -0.013 4.600 -7.5 0.0 0.0 -0.000 -0.000 -0.023 5.750 -7.5 -0.0 0.0 -0.000 -0.000 -0.027 6.900 -7.5 -0.0 0.0 -0.000 -0.000 -0.023 8.050 -7.5 -0.0 0.0 -0.000 -0.000 -0.013 9.200 -7.5 -0.0 0.0 -0.000 -0.000 0.004 10.350 -7.5 -0.0 0.0 -0.000 -0.000 0.028 11.500 -7.5 -0.0 0.0 -0.000 -0.000 0.058 2:SEISMIC 1 0.000 3.8 -0.0 0.0 -0.001 -0.001 -0.013 1.150 3.8 -0.0 0.0 -0.001 -0.001 -0.011 2.300 3.8 -0.0 0.0 -0.001 -0.000 -0.008 3.450 3.8 -0.0 0.0 -0.001 0.000 -0.006 4.600 3.8 -0.0 0.0 -0.001 0.001 -0.004 5.750 3.8 -0.0 0.0 -0.001 0.001 -0.001 6.900 3.8 -0.0 0.0 -0.001 0.002 0.001 8.050 3.8 -0.0 0.0 -0.001 0.002 0.003 9.200 3.8 -0.0 0.0 -0.001 0.003 0.005 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 47 of 49 vvitn stirrening cylinder kvoa) pop-.4 Job No Sheet No Rev 409421 48 ■ Software licensed to CH2M HILL Fars Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std Date'Time 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz ' (ft) (kip) (kip) (kip) (kip-ft) (kip ft) (kip-ft) 10.350 3.8 -0.0 0.0 -0.001 0.003 0.008 11.500 3.8 -0.0 0.0 -0.001 0.004 0.010 3:SEISMIC 2 0.000 8.5 0.0 0.0 -0.007 -0.007 0.156 1.150 8.5 0.0 0.0 -0.007 -0.005 0.127 2.300 8.5 0.0 0.0 -0.007 -0.004 0.097 3.450 8.5 0.0 0.0 -0.007 -0.002 0.068 4.600 8.5 0.0 0.0 -0.007 -0.001 0.039 5.750 8.5 0.0 0.0 -0.007 0.001 0.009 6.900 8.5 0.0 0.0 -0.007 0.002 -0.020 8.050 8.5 0.0 0.0 -0.007 0.004 -0.049 9.200 8.5 0.0 0.0 -0.007 0.005 -0.079 10.350 8.5 0.0 0.0 -0.007 0.007 -0.108 11.500 8.5 0.0 0.0 -0.007 0.008 -0.137 4:SEISMIC 3 0.000 8.2 0.0 0.0 -0.009 -0.008 0.237 1.150 8.2 0.0 0.0 -0.009 -0.007 0.193 2.300 8.2 0.0 0.0 -0.009 -0.005 0.148 3.450 8.2 0.0 0.0 -0.009 -0.003 0.104 4.600 8.2 0.0 0.0 -0.009 -0.002 0.059 5.750 8.2 0.0 0.0 -0.009 -0.000 0.015 6.900 8.2 0.0 0.0 -0.009 0.002 -0.029 8.050 8.2 0.0 0.0 -0.009 0.003 -0.074 9.200 8.2 0.0 0.0 -0.009 0.005 -0.118 10.350 8.2 0.0 0.0 -0.009 0.007 -0.163 11.500 8.2 0.0 0.0 -0.009 0.008 -0.207 5:SEISMIC 4 0.000 2.8 0.0 0.0 -0.007 -0.007 0.169 1.150 2.8 0.0 0.0 -0.007 -0.006 0.138 2.300 2.8 0.0 0.0 -0.007 -0.004 0.106 3.450 2.8 0.0 0.0 -0.007 -0.003 0.075 4.600 2.8 0.0 0.0 -0.007 -0.002 0.043 5.750 2.8 0.0 0.0 -0.007 -0.001 0.012 6.900 2.8 0.0 0.0 -0.007 0.000 -0.020 8.050 2.8 0.0 0.0 -0.007 0.001 -0.052 9.200 2.8 0.0 0.0 -0.007 0.002 -0.083 10.350 2.8 0.0 0.0 -0.007 0.003 -0.115 11.500 2.8 0.0 0.0 -0.007 _ 0.004 -0.146 6:SEISMIC 5 0.000 -4.3 0.0 -0.0 0.001 0.001 0,013 1.150 -4.3 0.0 -0.0 0.001 0.001 0.011 2.300 -4.3 0.0 -0.0 0.001 0.000 0.008 3.450 -4.3 0.0 -0.0 0.001 -0.000 0.006 4.600 -4.3 0.0 -0.0 0.001 -0.001 0.004 5.750 -4.3 0.0 -0.0 0.001 -0.001 0.002 6.900 -4.3 0.0 -0.0 0.001 -0.002 -0.001 8.050 -4.3 0.0 -0.0 0.001 -0.002 -0.003 9.200 -4.3 0.0 -0.0 0.001 -0.003 -0.005 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 48 of 49 vvitn surrening cynnoer l;voa) pip-, Job No Sheet No Rev 409421 49 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Dat€14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v6.std IDateRme 01-Mar-2012 14:15 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 10.350 -4.3 0.0 -0.0 0.001 -0.003 -0.008 11.500 -4.3 0.0 -0.0 0.001 -0.004 -0.010 Print Time/Date:01/03/2012 15:01 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 49 of 49 AAD SPACE vvan stirrernng-cynnaer kvoa) ART JOB INFORMATION SINEER DATE 14-Feb-12 B NAME Durham Pearl 2000 support frame B CLIENT Durham WWTP (CWS) B NO 409421 SINEER NAME T.Petty D JOB INFORMATION PUT WIDTH 79 IT INCHES KIP INT COORDINATES 0 0 0; 2 138 0 0; 3 0 0 138; 4 138 0 138; 5 0 27.96 0; 6 40.42 27.96 0; 69 27.96 0; 8 97.58 27.96 0; 9 138 27.96 0; 10 20.21 27.96 20.21; 117.79 27.96 20.21; 12 0 27.96 40.42; 13 138 27.96 40.42; 14 0 27.96 71; 138 27.96 71; 16 0 27.96 97.58; 17 138 27.96 97.58; 18 20.21 27.96 117.79; 117.79 27.96 117.79; 20 0 27.96 138; 21 40.42 27.96 138; 22 69 27.96 138; 97.58 27.96 138; 24 138 27.96 138; 25 69 147.96 0; 26 20.21 147.96 20.21; 117.79 147.96 20.21; 28 0 147.96 71; 29 138 147.96 71; 20.21 147.96 117.79; 31 117.79 147.96 117.79; 32 69 147.96 138; 69 147.96 69; 34 69 27.96 69; KBER INCIDENCES 12 10; 2 10 6; 3 8 11; 4 11 13; 5 18 16; 6 21 18; 7 19 23; 8 17 19; 10 5 1; 9 2; 12 20 3; 13 24 4; 100 5 6; 101 6 7; 102 7 8; 103 8 9; 200 20 21; 1 21 22; 202 22 23; 203 23 24; 300 5 12; 301 12 14; 302 14 16; 303 16 20; 0 9 13; 401 13 15; 402 15 17; 403 17 24; 500 1 2; 501 1 3; 502 2 4; 503 3 4; EMENT INCIDENCES SHELL 0 34 11 7; 601 34 15 11; 602 34 19 15; 603 34 22 19; 604 34 18 22; 5 34 14 18; 606 34 10 14; 607 34 7 10; 608 14 18 30 28; 609 18 22 32 30; 0 22 19 31 32; 611 19 15 29 31; 612 15 11 27 29; 613 11 7 25 27; 4 7 10 26 25; 615 10 14 28 26; 616 33 27 25; 617 33 29 27; 618 33 31 29; 9 33 32 31; 620 33 30 32; 621 33 28 30; 622 33 26 28; 623 33 25 26; IT FEET KIP EMENT PROPERTY 0 TO 623 THICKNESS 0.17 IT INCHES KIP FINE MATERIAL START DTROPIC STEEL 29000 ISSON 0.3 NSITY 0.000283 PHA 6e-006 AP 0.03 PE STEEL RENGTH FY 36 FU 58 RY 1.5 RT 1.2 D DEFINE MATERIAL HBER PROPERTY AMERICAN TO 8 100 TO 103 200 TO 203 300 TO 303 400 TO 403 TABLE ST W12X40 IT FEET KIP HBER PROPERTY AMERICAN TO 13 TABLE ST W10X45 0 TO 503 TABLE ST HSST2X2X0.25 IT INCHES KIP NSTANTS TA 90 MEMB 10 TO 13 TERIAL STEEL ALL PPORTS PINNED FIXED BUT FZ MX MY MZ FIXED BUT FX FZ MX MY MZ FIXED BUT FX MX MY MZ KBER RELEASE 3 6 8 START MY 4 5 7 END MY IT FEET KIP AD 1 LOADTYPE Dead TITLE DEAD LFWEIGHT Y -1 LIST 1 TO 8 10 TO 13 100 TO 103 200 TO 203 300 TO 303 400 - 1 TO 403 500 TO 503 INT LOAD 10 11 14 15 18 19 22 FY -16.3 9 20 24 FY -0.1 AD 2 LOADTYPE Seismic TITLE SEISMIC 1 INT LOAD FY -14.3 11 FY -10.7 15 FY -2.1 19 FY 10.7 FY 14.3 10 11 14 15 18 19 22 FZ -5.3 10 11 14 15 18 19 22 MX -2.7 10 11 14 15 ui TIFIg cyiirmer ovoa) AD 3 LOADTYPE Seismic TITLE SEISMIC 2 INT LOAD FY -14.3 14 FY -10.7 18 FY -2.1 22 FY 10.7 FY 14.3 10 11 14 15 18 19 22 FX -3.7 FZ -3.7 10 11 14 15 18 19 22 MX -1.9 MZ 1.9 AD 4 LOADTYPE Seismic TITLE SEISMIC 3 INT LOAD FY -14.3 18 FY -10.7 22 FY -2.1 19 FY 10.7 FY 14.3 10 11 14 15 18 19 22 FX -5.3 10 11 14 15 18 19 22 MZ 2.7 AD 5 LOADTYPE Seismic TITLE SEISMIC 4 INT LOAD FY -14.3 22 FY -10.7 19 FY -2.1 15 FY 10.7 27 FY 14.3 10 11 14 15 18 19 22 FX -3.7 FZ 3.7 10 11 14 15 18 19 22 MX 1.9 MZ 1.9 AD 6 LOADTYPE Seismic TITLE SEISMIC 5 INT LOAD FY -14.3 19 FY -10.7 15 FY -2.1 11 FY 10.7 FY 14.3 10 11 14 15 18 19 22 FZ 5.3 10 11 14 15 18 19 22 MX 2.7 AD COMB 7 LRFD 1 1.4 AD COMB 8 LRFD 2A 1.2 2 1.0 AD COMB 9 LRFD 2B 1.2 3 1.0 AD COMB 10 LRFD 2C 1.2 4 1.0 AD COMB 11 LRFD 2D 1.2 5 1.0 AD COMB 12 LRFD 2E 1.2 6 1.0 AD COMB 13 LRFD 3A 0.9 2 1.0 AD COMB 14 LRFD 3B 0.9 3 1.0 AD COMB 15 LRFD 3C 0.9 4 1.0 AD COMB 16 LRFD 3D 0.9 5 1.0 AD COMB 17 LRFD 3E 0.9 6 1.0 RFORM ANALYSIS FINE ENVELOPE TO 6 ENVELOPE 1 TYPE STRESS TO 17 ENVELOPE 2 TYPE STRESS D DEFINE ENVELOPE NISH V Vern Srine n/n9 cy„nQef t vb Job 1 Durham opens liiimit cuenr urham Pear/2000 pp�fra ✓ot,N Durham wS) me o m wWTP(' g4 42� ...._____Reactions gy TPe Node F,ta tty Horizontal Support frame V oatet4 Feb 72 /e � sa.std cnd 11111111 1:DEgD (kip pY+rlHori2onte/ oaten me 0r Mar. 0 0 (kip) F2 2012 14:15 0 S ® (kip) MX Moment o.p (k1.1)-ft) My ®�� 0.0 (kip-h) M2 o (kip�y © t'DSAD ®� 00 0.0 00 ` ®® 0,0 0.0 0.0 -0- .0 ®� 09 ®® 0.0 0.0 D0 0.0 0.0 0.p 0.0 ` • -1).9 0.3 0'0 0.0 0.o 00 204 0.0. 0 p0 0,0 0.0 0 0.0 0.0 0.0 0.0 a.0 0.0 0.0 0.0 O,p 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Print 777,no/bete 02/03/2012 09:40 STAAD.Pro VBi(SELECTser tes2)20.07.07.19 Pant Run toll vvirnoui stirrening cylinder kvod) ' Job No Sheet No Rev 409421 1 ■ p Part Software licensed to CH2M HILL Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Date,/Time 01-Mar-2012 14:30 Job Information Engineer Checked Approved Name: T.Petty Date: 14-Feb-12 Structure Type SPACE FRAME Number of Nodes 24 Highest Node 24 Number of Elements 32 Highest Beam 503 INumber of Basic Load Cases 6 Number of Combination Load Cases 11 Included in this printout are data for: I All The Whole Structure I Included in this printout are results for load cases: Type L/C Name Primary 1 DEAD Primary 2 SEISMIC 1 Primary 3 SEISMIC 2 Primary 4 SEISMIC 3 Primary 5 SEISMIC 4 Primary 6 SEISMIC 5 Combination 7 LRFD 1 Combination 8 LRFD 2A Combination 9 LRFD 2B Combination 10 LRFD 2C Combination 11 LRFD 2D Combination 12 LRFD 2E Combination 13 LRFD 3A Combination 14 LRFD 3B Combination 15 LRFD 3C Combination 16 LRFD 3D Combination 17 LRFD 3E Print Time/Date:01/03/2012 14:34 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Rdn 1 o'13 vvitnout sunening cyiinoer woad Fripo-• Job No Sheet No Rev 409421 2 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 chd Client Durham WWTP(CWS) File Support frame v5.std Date.Time 01-Mar-2012 14:30 Nodes Node X Y Z (ft) (ft) (ft) 1 0.000 0.000 0.000 2 11.500 0.000 0.000 3 0.000 0.000 11.500 4 11.500 0.000 11.500 5 0.000 2.330 0.000 6 3.368 2.330 0.000 7 5.750 2.330 0.000 8 8.132 2.330 0.000 9 11.500 2.330 0.000 10 1.684 2.330 1.684 11 9.816 2.330 1.684 12 0.000 2.330 3.368 13 11.500 2.330 3.368 14 0.000 2.330 5.917 15 11.500 2.330 5.917 16 0.000 2.330 8.132 17 11.500 2.330 8.132 18 1.684 2.330 9.816 19 9.816 2.330 9.816 20 0.000 2.330 11.500 21 3.368 2.330 11.500 22 5,750 2.330 11.500 23 8.132 2.330 11.500 24 11.500 2.330 11.500 Beams Beam Node A Node B Length Property) p (ft) (degrees) 1 12 10 2.382 1 0 2 10 6 2.382 1 0 3 8 11 2.382 1 0 4 11 13 2.382 1 0 5 18 16 2.382 1 0 6 21 18 2.382 1 0 7 19 23 2.382 1 0 8 17 19 2.382 1 0 10 5 1 2.330 2 90 11 9 2 2.330 2 90 12 20 3 2.330 2 90 13 24 4 2.330 2 90 100 5 6 3.368 1 0 101 6 7 2.382 1 0 102 7 8 2.382 1 0 Print Time/Date:01/03/2012 14:34 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 2 of 13 vvitnout stirrening cyiinuer kvod) piii, Job No Sheet No Rev 409421 3 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Date Time 01-Mar-2012 14:30 Beams Cont... Beam Node A Node B Length Property) 13 (ft) (degrees) 103 8 9 3.368 1 0 200 20 21 3.368 1 0 201 21 22 2.382 1 0 202 22 23 2.382 1 0 203 23 24 3.368 1 0 300 5 12 3.368 1 0 301 12 14 2.548 1 0 302 14 16 2.215 1 0 303 16 20 3.368 1 0 400 9 13 3.368 1 0 401 13 15 2.548 1 0 402 15 17 2.215 1 0 403 17 24 3.368 1 0 500 1 2 11.500 3 0 501 1 3 11.500 3 0 502 2 4 11.500 3 0 503 3 4 11.500 3 0 Section Properties Prop Section Area Iyy 122 J Material (in2) (in4) (in4) (in4) 1 W12X40 11.800 44.100 310.000 0.827 STEEL 2 W10X45 13.300 53.400 248.000 1.410 STEEL 3 HSST3X3X0.25 2.440 3.020 3.020 4.936 1 STEEL Materials Mat Name E v Density a (kip/in2) (kip/in3) (/`F) 1 STEEL 29E+3 0.300 0.000 6E-6 2 STAINLESSSTEEL 28E+3 0.300 0.000 10E-6 3 ALUMINUM 10E+3 0.330 0.000 13E-6 4 CONCRETE 3.15E+3 0.170 0.000 5E-6 Supports Node X Y Z rX rY rZ (kip/in) (kip/in) (kip/in) (kip-ft/deg) (kip-ft/deg) (kip-ft/deg) 1 ' Fixed Fixed Fixed - - - 2 Fixed Fixed 3 Fixed Fixed - - - - 4 Fixed - Print Time/Date:01/03/2012 14:34 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 3 of 13 vvitnout surrening cyiinuer kvod) vosp, Job No ."-Sheet No Rev 409421 4 Software licensed to CH2M HILL Pan Job Title Durham Pearl 2000 support frame ' Ref By T.Petty Date14-Feb-12 Child Client Durham WWTP(CWS) File Support frame v5.std Date/Time 01-Mar-2012 14:30 Releases Beam ends not shown in this table are fixed in all directions. Beam Node x y z rx ry rz 1 12 Fixed Fixed Fixed Fixed Pin Fixed 2 6 Fixed Fixed Fixed Fixed Pin Fixed 3 8 Fixed Fixed Fixed Fixed Pin Fixed 4 13 Fixed Fixed Fixed Fixed Pin Fixed 5 16 Fixed Fixed Fixed Fixed Pin Fixed 6 21 Fixed Fixed Fixed Fixed Pin Fixed 7 23 Fixed Fixed Fixed Fixed Pin Fixed 8 17 Fixed Fixed Fixed Fixed Pin Fixed Basic Load Cases Number Name 1 DEAD 2 SEISMIC 1 3 SEISMIC 2 4 SEISMIC 3 5 SEISMIC 4 6 SEISMIC 5 Combination Load Cases Comb. Combination L/C Name Primary Primary L/C Name Factor 7 LRFD 1 1 DEAD 1.40 8 LRFD 2A 1 DEAD 1.20 2 SEISMIC 1 1.00 9 LRFD 2B 1 DEAD 1.20 3 SEISMIC 2 1.00 10 LRFD 2C 1 DEAD 1.20 4 SEISMIC 3 1.00 11 LRFD 2D 1 DEAD 1.20 5 SEISMIC 4 1.00 12 LRFD 2E 1 DEAD 1.20 6 SEISMIC 5 1.00 13 LRFD 3A 1 DEAD 0.90 2 SEISMIC 1 1.00 14 LRFD 3B 1 DEAD 0.90 3 SEISMIC 2 1.00 15 LRFD 3C 1 DEAD 0.90 4 SEISMIC 3 1.00 16 LRFD 3D 1 DEAD 0.90 5 SEISMIC 4 1.00 Print Time/Date:01/03/2012 14:34 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 4 of 13 vvitnout surrening cyiinaer i,voa) 1 Job No Sheet No Rev 409421 5 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std IDaterrlme 01-Mar-2012 14:30 Combination Load Cases Cont... Comb. Combination L/C Name Primary Primary L/C Name Factor 17 LRFD 3E 1 DEAD 0.90 6 SEISMIC 5 1.00 111\ 111\ 111 Y X Z Load 7 Frame Print Time/Date:01/03/2012 14:34 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 5 of 13 vviinout surrening cyiinaer kvaa) pop-, Job No Sheet No Rev 409421 6 Software licensed to CH2M HILL Part Job Ttle Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Date/Tme 01-Mar-2012 14:30 a 'u '7 13 '8 2' '15 10 X17 12 19 24 14 23 16 22 18 0 2i 4 20 zx Load 7 3 Nodes Print Time/Date:01/03/2012 14:34 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 6 of 13 vvitnout stirrening cylinuer kvoa) Job No Sheet No Rev 409421 7 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) F11e Support frame v5.std Daterrme 01-Mar-2012 14:30 103 400 102 3 • 11 4 101 401 100 • 2 402 300 500 10 1 9 • 403 502 . 301 • 203 302 • 13 202 • 5 6 201 • 303 501 200 503 12 vol L Lcad 7 Members Print Time/Date:01/03/2012 14:34 STAAD.Pro VSi(SELECTseries 2)20.07.07.19 Print Run 7 of 13 vvanout surrening cynnuer ravoa) Froo-1 Job No Sheet No Rev 409421 8 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std IDateTme 01-Mar-2012 14:30 -16 3 kip -163kip -0.1 kip -16.3 kip T -16.3 kip T I -16.3 Idp -0.1 kp I N N -16.3Idp �. -16.3 kip L, \_0.1 Idp • • 1 Load 1 Deaa Print Tme/Date:01/03/2012 14:34 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 8 of 13 vvitnout stiffening cyunaer kvoa) pop-, Job No Sheet No Rev 409421 9 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Datel4-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std IDatelfine 01-Mar-2012 14:30 -113Kp -10.7 klp kl� -4.700 kip"ry \• t. p '-a.3 kfp v -10.7 LM -5.3 kip \ -.700 klp•ft l 700 k1p-tl \ \ kip • N 3 kip •5.3 klp \ ;.0\ \ � \ \ 4....- -.700 kip-ft \ \A G kip \ 6.31dp,� . kip 700tdVA ..0 \ v c2,7001dp41 A 1a7wp \\ \ 10.7 klp 14.3Idp Load 2 Seismic Dir 1 Print Time/Date:01/03/2012 14:34 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 9 of 13 vvitnout surrerung cyiinaer f,voa) Fp-Ip--e Job No Sheet No Rev 409421 10 411110 ' Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Dat€14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Date/Time 01-Mar-2012 14:30 -10.7 kip • apn \ P t<1 krp n • p 1, s01rpp41 -1 i3 k1 f_ - i �ibip-n �3.7 klp ..ay\ 3.7 kip \ A klp•ff \ kip"fi pPfl 7 Id P, i V ,....0P"n p 4-7 kip -10.7 klp \ v 1gL7 3O kip-1 i. v la\ \,4191311101p-ft dA., v ' ••kip-ft ,23.7 kip • \ \ i c90wplp-ft \ \ 7 kip F \ \ _ HPlP4t N \ 'AMP"n \ \ t, ;90001p-ft\ \\ \\ 7 kip a-=- P 14.3 kip • r \\\ \ \ I \ \ Load 3 Seismic Dir 2 Print Time/Date:01/03/2012 14:34 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 10 of 13 vvitnout surrening cyiinaer woad o Frojw--4 Job No Sheet No Rev 409421 11 41110 , Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref 6y T.Petty oatnl4-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Date/Time 01-Mar-2012 14:30 r. 2 AA klf2-ri r Zit 4-fa 1•10-, o. :70.7 kip i(jr"2241 liPit 9i. 107Mp s.' • \ 14.3 kIp _— \ \ \ 0 Mmevvv As ..(92., .... _14 iiimt 10.7 kip \ \ 70.7 qp N. \ \ UM 4 Seismic Dir 3 Print Time/Date:01/03/2012 14:34 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 11 of 13 vvitnout stiffening cylinder Ivoa) F", Job No Sheet No Rev 409421 12 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Datel4-Feb-12 Chd Client Durham WWTP(CWS) File Support framev5.std IDaternme 01-Mar-201214:30 idp tl \ Nif / \ -- kip-rt\ 903101p-ft pfi v 90Wpip-h 10.7 by _.-._ U.SM C" p d, , —10.5 kip N N 1 klp-fl . -1 43 p'p"n 4. A 9 kip-f1 .10.7 kip "� • 909131p-ft ti F um 9 kip-h_ ..o d� sowpip-Tic 1IN i \ Load 5 Seismic Dir 4 Print Tme/Date:01/03/2012 14:34 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 12 of 13 vvitnout surrening cyiinaer kvoa) F210--, Job No Sheet No Rev 409421 13 ! Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Daterrme 01-Mar-2012 14:30 •o 5s9 p 700Idp-ft e p700Idp-ft 4.1 7iiokiPfi 10.7 Mp .1La klp �' - 14.3Idp . e 14.3 Idp 5:@ zoo kip4i Qyyy��dddppp A 411 700 • • kip .10.7 by F' va; 700Idp-n, y 700 1041 Load 6 Seismic Dir 5 Print Time/Date:01/03/2012 14:34 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 13 of 13 vvitnout surrening cynnaer wca) Par No Sheet No Rev 409421 1 n--.. Part Software licensed to CH2M HILL Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Date/Time 01-Mar-2012 14:30 Reaction Summary Horizontal Vertical Horizontal Moment Node L/C FX FY FZ MX MY MZ (kip) (kip) (kip) (kip ft) (kip-ft) (kip-ft) Max FX 1 4:SEISMIC 3 21.4 20.9 0.4 0.000 0.000 0.000 Min FX 1 6:SEISMIC 5 -0.3 -19.5 -23.9 0.000 0.000 0.000 Max FY 3 1:DEAD 0.0 33.8 0.0 0.000 0.000 0.000 Min FY 4 3:SEISMIC 2 0.0 -27.5 0.0 0.000 0.000 0.000 Max FZ 1 2:SEISMIC 1 0.3 21.1 21.5 0.000 0.000 0.000 Min FZ 1 6:SEISMIC 5 -0.3 -19.5 -23.9 0.000 0.000 0.000 Max MX 1 1:DEAD -0.0 33.3 -0.0 0.000 0.000 0.000 Min MX 1 1:DEAD -0.0 33.3 -0.0 0.000 0.000 0.000 Max MY 1 1:DEAD -0.0 33.3 -0.0 0.000 0.000 0.000 Min MY 1 1:DEAD -0.0 33.3 -0.0 0.000 0.000 0.000 Max MZ 1 1:DEAD -0.0 33.3 -0.0 0.000 0.000 0.000 Min MZ 1 1:DEAD -0.0 33.3 -0.0 0.000 0.000 0.000 Print Time/Date:01/03/2012 14:36 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 1 of 1 VVIU1OUt stiffening eyiinuer (vOa) Fr20- Job No Sheet No Rev 409421 1 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File support frame v5.std Date/Time 01-Mar-2012 14:30 Reaction Summary Horizontal Vertical Horizontal Moment Node L/C FX FY FZ MX MY MZ (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) Max FX 1 15:LRFD 3C 21.4 50.9 0.4 0.000 0.000 0.000 Min FX 1 12:LRFD 2E -0.3 20.4 -23.9 0.000 0.000 0.000 Max FY 3 11:LRFD 2D 14.8 69.5 0.0 0.000 0.000 0.000 Min FY 2 16:LRFD 3D 0.0 2.6 -14.9 0.000 0.000 0.000 Max FZ 1 8:LRFD 2A 0.3 61.1 21.5 0.000 0.000 0.000 Min FZ 1 12:LRFD 2E -0.3 20.4 -23.9 0.000 0.000 0.000 Max MX 1 7:LRFD 1 -0.0 46.6 -0.0 0.000 0.000 0.000 Min MX 1 7:LRFD 1 -0.0 46.6 -0.0 0.000 0.000 0.000 Max MY 1 7:LRFD 1 -0.0 46.6 -0.0 0.000 0.000 0.000 Min MY 1 7:LRFD 1 -0.0 46.6 -0.0 0.000 0.000 0.000 Max MZ 1 7:LRFD 1 -0.0 46.6 -0.0 0.000 0.000 0.000 Min MZ 1 7:LRFD 1 -0.0 46.6 -0.0 0.000 0.000 0.000 Print Time/Date:01/03/2012 14:36 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 1 of 1 vvitnout surrening cyiinaer ivoa) Job No Sheet No I Rev 409421 1 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Datenime 01-Mar-2012 14:30 Beam Force Detail Summary Sign convention as diagrams:-positive above line,negative below line except Fx where positive is compression. Distance d is given from beam end A. Axial Shear 1 Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip ft) (kip-ft) Max Fx 300 9:LRFD 2B 0.000 33.3 33.9 2.3 0.029 -1.739 71.890 Min Fx 400 16:LRFD 3D 0.000 -5.9 1.2 2.4 0.008 -2.192 -8.157 Max Fy 100 9:LRFD 28 0.000 27.0 34.3 -2.3 -0.028 1.737 56.426 Min Fy 303 11:LRFD 2D 3.368 31.1 -34.7 -2.0 -0.025 -1.436 67.474 Max Fz 101 14:LRFD 3B 0.000 13.9 14.6 4.3 _ 0.991 -5.962 -45.486 Min Fz 301 14:LRFD 3B 0.000 19.2 14.3 -4.2 -0.935 6.135 -31.486 Max Mx 402 10:LRFD 2C 0.000 8.5 -2.8 2.5 1.444 -5.795 -19.057 Min Mx 201 12:LRFD 2E 0.000 14.7 17.1 -3.1 -1.350 0.695 -66.561 Max My 302 _ 17:LRFD 3E 2.215 13.8 -11.3 3.7 _ 0.073 8.685 -24.414 Min My 300 12:LRFD 2E 3.368 1.8 13.4 -3.3 -0.009 -8.932 -38.582 Max Mz 300 9:LRFD 2B 0.000 33.3 33.9 2.3 0.029 -1.739 71.890 Min Mz 201 12:LRFD 2E 2.382 14.7 17.0 -3.1 -1.350 -6.724 -107.170 Print Time/Date:01/03/2012 14:37 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 1 of 1 vvitnout stiffening cylinaer woad F200--, Job No Sheet No Rev 409421 1 41110 ■ Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Date/lime 01-Mar-2012 14:30 Beam Force Detail Summary Sign convention as diagrams:-positive above line,negative below line except Fx where positive is compression.Distance d is given from beam end A. Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip ft) (kip ft) (kip-ft) Max Fx 1 12:LRFD 2E 0.000 11.9 5.3 -2.1 -0.969 0.000 -1.085 Min Fx 1 14:LRFD 3B 0.000 -11.9 14.6 2.6 1.352 0.000 2.712 Max Fy 1 9:LRFD 2B 0.000 -11.9 17.0 2.6 1.353 0.000 2.717 Min Fy 5 11:LRFD 2D 2.382 -11.2 -17.1 -2.6 -1.349 -0.000 2.891 Max Fz 1 9:LRFD 2B 0.000 -11.9 17.0 2.6 1.353 0.000 2.717 Min Fz 2 9:LRFD 2B 0.000 -11.9 -16.9 -2.6 -1.334 6.231 -37.713 Max Mx 1 9:LRFD 2B 0.000 -11.9 17.0 2.6 1.353 0.000 2.717 Min Mx 5 11:LRFD 2D 0.000 -11.2 -17.0 -2.6 -1.349 6.231 -37.626 Max My 1 9:LRFD 2B 2.382 -11.9 16.9 2.6 1.353 6.231 -37.713 Min My 7 9:LRFD 2B 0.000 11.0 -2.7 2.6 1.347 -6.231 -9.207 Max Mz 5 10:LRFD 2C 2.382 -5.6 -16.0 -1.9 -0.945 -0.000 3.010 Min Mz 1 9:LRFD 28 2.382 -11.9 16.9 2.6 1.353 6.231 -37.713 Print Time/Date:01/03/2012 14:38 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 1 of 1 vvitnout stiffening cyiinaer woa) Job No Sheet No Rev 409421 1 in Software licensed to CH2M HILL Part Job The Durham Pearl 2000 support frame Ref By T.Petty Dat€14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std 'Date/Time 01-Mar-2012 14:30 Beam Force Detail Summary Sign convention as diagrams:-positive above line,negative below line except Fx where positive is compression. Distance d is given from beam end A. Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip ft) (kip-ft) (kip-ft) Max Fx 12 11:LRFD 2D 2.330 69.2 29.1 24.5 0.000 0.902 -0.220 Min Fx 11 16:LRFD 3D 0.000 2.6 3.6 3.4 -0.002 -7.284 8.165 Max Fy 12 11:LRFD 2D 0.000 69.0 29.1 24.5 0.000 -56.092 67.500 Min Fy 10 9:LRFD 2B 0.000 68.3 -31.0 24.6 -0.002 -56.455 -71.918 Max Fz 10 9:LRFD 2B 0.000 68.3 -31.0 24.6 -0.002 -56.455 -71.918 Min Fz 11 8:LRFD 2A 0.000 60.5 -27.6 -18.0 0.038 41.885 -63.822 Max Mx 10 16:LRFD 3D 0.000 31.1 -10.5 11.4 0.051 -25.712 -24.909 Min Mx 12 9:LRFD 2B 0.000 41.7 15.7 14.0 -0.052 -31.743 36.999 Max My 11 8:LRFD 2A 0.000 60.5 -27.6 -18.0 0.038 41.885 -63.822 Min My 10 9:LRFD 2B 0.000 68.3 -31.0 24.6 -0.002 -56.455 -71.918 Max Mz 12 11:LRFD 2D 0.000 69.0 29.1 24.5 0.000 -56.092 67.500 Min Mz 10 9:LRFD 2B 0.000 68.3 -31.0 24.6 -0.002 -56.455 -71.918 Print Time/Date:01/03/2012 14:38 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Runt of 1 vvitnout stirrening cylinuer w3a) Job No Sheet No Rev 409421 1 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std IDateRme 01-Mar-2012 14:30 Beam Force Detail Summary Sign convention as diagrams:-positive above line,negative below line except Fx where positive is compression. Distance d is given from beam end A. Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip ft) (kip"ft) Max Fx 500 16:LRFD 3D 0.000 3.4 0.2 0.0 0.023 -0.027 0.811 Min Fx 501 11:LRFD 2D 0.000 -29.1 0.0 0.0 -0.011 -0.024 -0.305 Max Fy 500 10:LRFD 2C 0.000 -1.8 0.2 0.0 0.030 -0.037 1.192 Min Fy 501 12:LRFD 2E 11.500 -26.6 -0.1 0.0 -0.017 0.039 0.441 Max Fz 501 12:LRFD 2E 0.000 -26.6 -0.0 0.0 -0.017 -0.040 -0.463 Min Fz 501 _ 14:LRFD 3B 0.000 -12.0 0.1 -0.0 0.015 0.027 0.315 Max Mx 500 10:LRFD 2C 0.000 -1.8 0.2 0.0 0.030 -0.037 1.192 Min Mx 503 15:LRFD 3C 0.000 0.7 0.2 0.0 -0.036 -0.005 1.137 Max My 500 14:LRFD 3B 11.500 -6.7 0.1 0.0 0.019 0.050 -0.568 Min My 501 14:LRFD 38 11.500 -12.0 0.0 -0.0 0.015 -0.055 -0.299 Max Mz 500 10:LRFD 2C 0.000 -1.8 0.2 0.0 0.030 -0.037 1.192 Min Mz 500 15:LRFD 3C 11.500 0.9 0.1 0.0 0.030 0.037 -0.858 Print Time/Date:01/03/2012 14:39 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 1 of 1 vvitnout surrening cylinder kvca) Fop- Job No Sheet No Rev 409421 1 ■ Part Software licensed to CH2M HILL Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Date/Time 01-Mar-2012 14:30 Beam Force Detail Sign convention as diagrams:-positive above line, negative below line except Fx where positive is compression. Distance d is given from beam end A. Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip ft) 1 1:DEAD 0.000 0.2 8.2 0.0 0.005 0.000 0.019 0.238 0.2 8.2 0.0 0.005 0.000 -1.945 0.476 0.2 8.2 0.0 0.005 0.000 -3.906 0.715 0.2 8.2 0.0 0.005 0.000 -5.864 0.953 0.2 8.2 0.0 0.005 0.000 -7.821 1.191 0.2 8.2 0.0 0.005 0.000 -9.775 1.429 0.2 8.2 0.0 0.005 0.000 -11.727 1.667 0.2 8.2 0.0 0.005 0.000 -13.677 1.905 0.2 8.2 0.0 0.005 0.000 -15.624 2.144 0.2 8.2 0.0 0.005 0.000 -17.569 2.382 0.2 8.2 0.0 0.005 0.000 -19.512 2:SEISMIC 1 0.000 -10.5 4.6 1.9 0.973 0.000 1.100 0.238 -10.5 4.6 1.9 0.973 0.446 0.009 0.476 -10.5 4.6 1.9 0.973 0.893 -1.082 0.715 -10.5 4.6 1.9 0.973 1.339 -2.173 0.953 -10.5 4.6 1.9 0.973 1.785 -3.264 1.191 -10.5 4.6 1.9 0.973 2.232 -4.355 1.429 -10.5 4.6 1.9 0.973 2.678 -5.446 1.667 -10.5 4.6 1.9 0.973 3.124 -6.537 1.905 -10.5 4.6 1.9 0.973 3.570 -7.629 2.144 -10.5 4.6 1.9 0.973 4.017 -8.720 2.382 -10.5 4.6 1.9 0.973 4.463 -9.811 3:SEISMIC 2 0.000 -12.1 7.1 2.6 1.347 0.000 2.695 0.238 -12.1 7.1 2.6 1.347 0.623 0.996 0.476 -12.1 7.1 2.6 1.347 1.246 -0.704 0.715 -12.1 7.1 2.6 1.347 1.869 -2.403 0.953 -12.1 7.1 2.6 1.347 2.493 -4.102 1.191 -12.1 7.1 2.6 1.347 3.116 -5.802 1.429 -12.1 7.1 2.6 1.347 3.739 -7.501 1.667 -12.1 7.1 2.6 1.347 4.362 -9.200 1.905 -12.1 7.1 2.6 1.347 4.985 -10.900 2.144 -12.1 7.1 2.6 1.347 5.608 -12.599 2.382 -12.1 7.1 2.6 1.347 6.231 -14.299 4:SEISMIC 3 0.000 -6.8 6.1 1.9 0.941 0.000 2.731 0.238 -6.8 6.1 1.9 0.941 0.446 1.278 0.476 -6.8 6.1 1.9 0.941 0.893 -0.174 0.715 -6.8 6.1 1.9 0.941 1.339 -1.626 0.953 -6.8 6.1 1.9 0.941 1.785 -3.078 1.191 -6.8 6.1 1.9 0.941 2.232 -4.531 1.429 -6.8 6.1 1.9 0.941 2.678 -5.983 1.667 -6.8 6.1 1.9 0.941 3.124 -7.435 1.905 -6.8 6.1 1.9 0.941 3.570 -8.887 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 1 of 49 vvitnout surrening cyiinuer (V3a) lir"'' -' Job No Sheet No Rev 409421 2 A Part Software licensed to CH2M HILL Job Ttle Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Date/Time 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.144 -6.8 6.1 1.9 0.941 4.017 -10.339 2.382 -6.8 6.1 1.9 0.941 4.463 -11.792 5:SEISMIC 4 0.000 2.5 2.1 0.0 -0.024 0.000 1.146 0.238 2.5 2.1 0.0 -0.024 0.000 0.642 0.476 2.5 2.1 0.0 -0.024 0.000 0.138 0.715 2.5 2.1 0.0 -0.024 0.000 -0.366 0.953 2.5 2.1 0.0 -0.024 0.000 -0.869 1.191 2.5 2.1 0.0 -0.024 0.000 -1.373 1.429 2.5 2.1 0.0 -0.024 0.000 -1.877 1.667 2.5 2.1 0.0 -0.024 0.000 -2.381 1.905 2.5 2.1 0.0 -0.024 0.000 -2.884 2.144 2.5 2.1 0.0 -0.024 0.000 -3.388 2.382 2.5 2.1 0.0 -0.024 0.000 -3.892 6:SEISMIC 5 0.000 11.7 -4.6 -2.1 -0.976 0.000 -1.107 0.238 11.7 -4.6 -2.1 -0.976 -0.497 -0.016 0.476 11.7 -4.6 -2.1 -0.976 -0.994 1.076 0.715 11.7 -4.6 -2.1 -0.976 -1.490 2.168 0.953 11.7 -4.6 -2.1 -0.976 -1.987 3.259 1.191 11.7 -4.6 -2.1 -0.976 -2.484 4.351 1.429 11.7 -4.6 -2.1 -0.976 -2.981 5.442 1.667 11.7 -4.6 -2.1 -0.976 -3.478 6.534 1.905 11.7 -4.6 -2.1 -0.976 -3.975 7.626 2.144 11.7 -4.6 -2.1 -0.976 -4.471 8.717 2.382 11.7 -4.6 -2.1 -0.976 -4.968 9.809 2 1:DEAD 0.000 0.2 -8.1 -0.0 0.005 0.000 -19.512 0.238 0.2 -8.2 -0.0 0.005 0.000 -17.571 0.476 0.2 -8.2 -0.0 0.005 0.000 -15.627 0.715 0.2 -8.2 -0.0 0.005 0.000 -13.680 0.953 0.2 -8.2 -0.0 0.005 0.000 -11.732 1.191 0.2 -8.2 -0.0 0.005 0.000 -9.781 1.429 0.2 -8.2 -0.0 0.005 0.000 -7.828 1.667 0.2 -8.2 -0.0 0.005 0.000 -5.873 1.905 0.2 -8.2 -0.0 0.005 0.000 -3.915 2.144 0,2 -8.2 -0.0 0.005 0.000 -1.955 _ 2.382 0.2 -8.2 -0.0 0.005 -0.000 0.007 2:SEISMIC 1 0.000 -6.8 -6.1 -1.9 -0.936 4.463 -11.720 0.238 -6.8 -6.1 -1.9 -0.936 4.017 -10.263 0.476 -6.8 -6.1 -1.9 -0.936 3.570 -8.805 0.715 -6.8 -6.1 -1.9 -0.936 3.124 -7.348 0.953 -6.8 -6.1 -1.9 -0.936 2.678 -5.891 1.191 -6.8 -6.1 -1.9 -0.936 2.232 -4.433 1.429 -6.8 -6.1 -1.9 -0.936 1.785 -2.976 1.667 -6.8 -6.1 -1.9 -0.936 1.339 -1.519 1.905 -6.8 -6.1 -1.9 -0.936 0.893 -0.061 PrintTime/Date:01/03/2012 14:56 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 2 of 49 vvitnout surrening cyiinaer (VOa) poi'. Job No Sheet No Rev 409421 3 Part Software licensed to CH2M HILL Job Title Durham Pearl 2000 support frame Ref BY T.Petty Date14-Feb-12 Chd client Durham WWTP(CWS) File Support frame v5.std Date:Time 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.144 -6.8 -6.1 -1.9 -0.936 0.446 1.396 2.382 -6.8 -6.1 -1.9 -0.936 -0.000 2.853 3:SEISMIC 2 I 0.000 -12.1 -7.2 -2.6 -1.340 6.231 -14.299 _ 0.238 -12.1 -7.2 -2.6 -1.340 5.608 -12.592 0.476 -12.1 -7.2 -2.6 -1.340 4.985 -10.885 0.715 -12.1 -7.2 -2.6 -1.340 4.362 -9.179 0.953 -12.1 -7.2 -2.6 -1.340 3.739 -7.472 1.191 -12.1 -7.2 -2.6 -1.340 3.116 -5.766 1.429 -12.1 -7.2 -2.6 -1.340 2.493 -4.059 1.667 -12.1 -7.2 -2.6 -1.340 1.869 -2.353 1.905 -12.1 -7.2 -2.6 -1.340 1.246 -0.646 2.144 -12.1 -7.2 -2.6 -1.340 0.623 1.060 2.382 -12.1 -7.2 -2.6 -1.340 -0.000 2.767 4:SEISMIC 3 0.000 -10.6 -4.6 -1.9 -0.968 4.463 -9.883 0.238 -10.6 -4.6 -1.9 -0.968 4.017 -8.786 0.476 -10.6 -4.6 -1.9 -0.968 3.570 -7.690 0.715 -10.6 -4.6 -1.9 -0.968 3.124 -6.594 0.953 -10.6 -4.6 -1.9 -0.968 2.678 -5.498 1.191 -10.6 -4.6 -1,9 -0.968 2.232 -4.401 1.429 -10.6 -4.6 -1.9 -0.968 1.785 -3.305 1.667 -10.6 -4.6 -1.9 -0.968 1.339 -2.209 1.905 -10.6 -4.6 -1.9 -0.968 0.893 -1.113 2.144 -10.6 -4.6 -1.9 -0.968 0.446 -0.016 2.382 -10.6 -4.6 -1.9 -0.968 -0.000 1.080 5:SEISMIC 4 0.000 -2.7 0.0 -0.0 -0.024 0.000 -1.205 0.238 -2.7 0.0 -0.0 -0.024 0.000 -1.208 0.476 -2.7 0.0 -0.0 -0.024 0.000 -1.212 0.715 -2.7 0.0 -0.0 -0.024 0.000 -1.216 0.953 -2.7 0.0 -0.0 -0.024 0.000 -1.219 1.191 -2.7 0.0 -0.0 -0.024 0.000 -1.223 1.429 -2.7 0.0 -0.0 -0.024 0.000 -1.226 1.667 -2.7 0.0 -0.0 -0.024 0.000 -1.230 1.905 -2.7 0.0 -0.0 -0.024 0.000 -1.233 2.144 -2.7 0.0 -0.0 -0.024 0.000 -1.237 2.382 -2.7 0.0 -0.0 -0.024 -0.000 -1.241 6:SEISMIC 5 0.000 7.5 6.1 2.1 0.934 -4.968 11.718 0.238 7.5 6.1 2.1 0.934 -4.471 10.261 0.476 7.5 6.1 2.1 0.934 -3.975 8.804 0.715 7.5 6.1 2.1 0.934 -3.478 7.348 0.953 7.5 6.1 2.1 0.934 -2.981 5.891 1.191 7.5 6.1 2.1 0.934 -2.484 4.434 1.429 7.5 6.1 2.1 0.934 -1.987 2.977 1.667 7.5 6.1 2.1 0.934 -1.490 1.520 1.905 7.5 6.1 2.1 0.934 -0.994 0.063 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 3 of 49 vvitnout surrening cyiinaer woad Fp-, Job No Sheet No Rev 409421 4 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Bate/Time 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.144 7.5 6.1 2.1 0.934 -0.497 -1.394 2.382 7.5 6.1 2.1 0.934 -0.000 -2.850 3 1:DEAD 0.000 0.2 8.2 0.0 -0.005 0.000 0.007 0.238 0.2 8.2 0.0 -0.005 0.000 -1.955 0.476 0.2 8.2 0.0 -0.005 0.000 -3.915 0.715 0.2 8.2 0.0 -0.005 0.000 -5.873 0.953 0.2 8.2 0.0 -0.005 0.000 -7.828 1.191 0.2 8.2 0.0 -0.005 0.000 -9.781 1.429 0.2 8.2 0.0 -0.005 0.000 -11.732 1.667 0.2 8.2 0.0 -0.005 0.000 -13.680 1.905 0.2 8.2 0.0 -0.005 0.000 -15.627 2.144 0.2 8.2 0.0 -0.005 0.000 -17.571 2.382 0.2 8.1 0.0 -0.005 0.000 -19.512 2:SEISMIC 1 0.000 -5.9 6.1 1.9 0.936 0.000 2.853 0.238 -5.9 6.1 1.9 0.936 0.446 1.395 0.476 -5.9 6.1 1.9 0.936 0.893 -0.062 0.715 -5.9 6.1 1.9 0.936 1.339 -1.519 0.953 -5.9 6.1 1.9 0.936 1.785 -2.977 1.191 -5.9 6.1 1.9 0.936 2.232 -4.434 1.429 -5.9 6.1 1.9 0.936 2.678 -5.892 1.667 -5.9 6.1 1.9 0.936 3.124 -7.349 1.905 -5.9 6.1 1.9 0.936 3.570 -8.806 2.144 -5.9 6.1 1.9 0.936 4.017 -10.264 2.382 -5.9 6.1 1.9 0.936 4.463 -11.721 3:SEISMIC 2 0.000 3.3 2.1 -0.0 -0.023 0.000 1.249 0.238 3.3 2.1 -0.0 -0.023 -0.000 0.745 0.476 3.3 2.1 -0.0 -0.023 -0.000 0.241 0.715 3.3 2.1 -0.0 -0.023 -0.000 -0.263 0.953 3.3 2.1 -0.0 -0.023 -0.000 -0.767 1.191 3.3 2.1 -0.0 -0.023 -0.000 -1.271 1.429 3.3 2.1 -0.0 -0.023 -0.000 -1.775 1.667 3.3 2.1 -0.0 -0.023 -0.000 -2.278 1.905 3.3 2.1 -0.0 -0.023 -0.000 -2.782 2.144 3.3 2.1 -0.0 -0.023 -0.000 -3.286 2.382 3.3 2.1 -0.0 -0.023 -0.000 -3.790 4:SEISMIC 3 0.000 10.6 -4.6 -1.9 -0.968 0.000 -1.080 0.238 10.6 -4.6 -1.9 -0.968 -0.446 0.017 0.476 10.6 -4.6 -1.9 -0.968 -0.893 1.113 0.715 10.6 -4.6 -1.9 -0.968 -1.339 2.210 0.953 10.6 -4.6 -1.9 -0.968 -1.785 3.306 1.191 10.6 -4.6 -1.9 -0.968 -2.232 4.403 1.429 10.6 -4.6 -1.9 -0.968 -2.678 5.499 1.667 10.6 -4.6 -1.9 -0.968 -3.124 6.596 1.905 10.6 -4.6 -1.9 -0.968 -3.570 7.692 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 4 of 49 vvitnout surrening cyiinaer kvoa) F2.0-. Job No Sheet No Rev 409421 5 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Date'Time 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.144 10.6 -4.6 -1.9 -0.968 -4.017 8.789 2.382 10.6 -4.6 -1.9 -0.968 -4.463 9.885 5:SEISMIC 4 0.000 11.6 -7.2 -2.6 -1.339 0.000 -2.765 0.238 11.6 -7.2 -2.6 -1.339 -0.623 -1.058 0.476 11.6 -7.2 -2.6 -1.339 -1.246 0.648 0.715 11.6 -7.2 -2.6 -1.339 -1.869 2.355 0.953 11.6 -7.2 -2.6 -1.339 -2.493 4.061 1.191 11.6 -7.2 -2.6 -1.339 -3.116 5.767 1.429 11.6 -7.2 -2.6 -1.339 -3.739 7.474 1.667 11.6 -7.2 -2.6 -1.339 -4.362 9.180 1.905 11.6 -7.2 -2.6 -1.339 -4.985 10.887 2.144 11.6 -7.2 -2.6 -1.339 -5.608 12.593 2.382 11.6 -7.2 -2.6 -1.339 -6.231 14.300 6:SEISMIC 5 0.000 6.6 -6.1 -2.1 -0.934 0.000 -2,850 0.238 6.6 -6.1 -2.1 -0.934 -0.497 -1.393 0.476 6.6 -6.1 -2.1 -0.934 -0.994 0.064 0.715 6.6 -6.1 -2.1 -0.934 -1.490 1.521 0.953 6.6 -6.1 -2.1 -0.934 -1.987 2.978 1.191 6.6 -6.1 -2.1 -0.934 -2.484 4.435 1.429 6.6 -6.1 -2.1 -0.934 -2.981 5.892 1.667 6.6 -6.1 -2.1 -0.934 -3.478 7.348 1.905 6.6 -6.1 -2.1 -0.934 -3.975 8.805 2.144 6.6 -6.1 -2.1 -0.934 -4.471 10.262 2.382 6.6 -6.1 -2.1 -0.934 -4.968 11.719 4 1:DEAD 0.000 0.2 -8.2 -0.0 -0.005 0.000 -19.512 0.238 0.2 -8.2 -0.0 -0.005 0.000 -17.569 0.476 0.2 -8.2 -0.0 -0.005 0.000 -15.624 0.715 0.2 -8.2 -0.0 -0.005 0.000 -13.677 0.953 0.2 -8.2 -0.0 -0.005 0.000 -11.727 1.191 0.2 -8.2 -0.0 -0.005 0.000 -9.775 1.429 0.2 -8.2 -0.0 -0.005 0.000 -7.821 1.667 0.2 -8.2 -0.0 -0.005 0.000 -5.864 1.905 0.2 -8.2 -0.0 -0.005 0.000 -3.906 2.144 0.2 -8.2 -0.0 -0.005 0.000 -1.945 2.382 0.2 -8.2 -0.0 -0.005 -0.000 0.019 2:SEISMIC 1 0.000 -9.6 -4.6 -1.9 -0.973 4.463 -9.812 0.238 -9.6 -4.6 -1.9 -0.973 4.017 -8.721 0.476 -9.6 -4.6 -1.9 -0.973 3.570 -7.630 0.715 -9.6 -4.6 -1.9 -0.973 3.124 -6.538 0.953 -9.6 -4.6 -1.9 -0.973 2.678 -5.447 1.191 -9.6 -4.6 -1.9 -0.973 2.232 -4.356 1.429 -9.6 -4.6 -1.9 -0.973 1.785 -3.265 1.667 -9.6 -4.6 -1.9 -0.973 1.339 -2.174 1.905 -9.6 -4.6 -1.9 -0.973 0.893 -1.083 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 5 of 49 vvitnout stliiening cyllnuer kvca) �. Job No Sheet No Rev 409421 6 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Date/Tme 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.144 -9.6 -4.6 -1.9 -0.973 0.446 0.008 2.382 -9.6 -4.6 -1.9 -0.973 -0.000 1.099 3:SEISMIC 2 0.000 -2.0 0.0 0.0 -0.023 -0.000 -1.103 0.238 -2.0 0.0 0.0 -0.023 -0.000 -1.107 0.476 -2.0 0.0 0.0 -0.023 -0.000 -1.111 0.715 -2.0 0.0 0.0 -0.023 -0.000 -1.114 0.953 -2.0 0.0 0.0 -0.023 -0.000 -1.118 1.191 -2.0 0.0 0.0 -0.023 -0.000 -1.122 1.429 -2.0 0.0 0.0 -0.023 -0.000 -1.125 1.667 -2.0 0.0 0.0 -0.023 -0.000 -1.129 1.905 -2.0 0.0 0.0 -0.023 -0.000 -1.133 2.144 -2.0 0.0 0.0 -0.023 -0.000 -1.137 2.382 -2.0 0.0 0.0 -0.023 -0.000 -1.140 4:SEISMIC 3 0.000 6.9 6.1 1.9 0.941 -4.463 11.795 0.238 6.9 6.1 1.9 0.941 -4.017 10.343 0.476 6.9 6.1 1.9 0.941 -3.570 8.891 0.715 6.9 6.1 1.9 0.941 -3.124 7.439 0.953 6.9 6.1 1.9 0.941 -2.678 5.986 1.191 6.9 6.1 1.9 0.941 -2.232 4.534 1.429 6.9 6.1 1.9 0.941 -1.785 3.082 1.667 6.9 6.1 1.9 0.941 -1.339 1.630 1.905 6.9 6.1 1.9 0.941 -0.893 0.178 2.144 6.9 6.1 1.9 0.941 -0.446 -1.274 2.382 6.9 6.1 1.9 0.941 -0.000 -2.726 5:SEISMIC 4 0.000 11.6 7.1 2.6 1.348 -6.231 14.300 0.238 11.6 7.1 2.6 1.348 -5.608 12.600 0.476 11.6 7.1 2.6 1.348 -4.985 10.900 0.715 11.6 7.1 2.6 1.348 -4.362 9.201 0.953 11.6 7.1 2.6 1.348 -3.739 7.501 1.191 11.6 7.1 2.6 1.348 -3.116 5.802 1.429 11.6 7.1 2.6 1.348 -2.493 4.102 1.667 11.6 7.1 2.6 1.348 -1.869 2.403 1.905 11.6 7.1 2.6 1.348 -1.246 0.703 2.144 11.6 7.1 2.6 1.348 -0.623 -0.996 2.382 11.6 7.1 2.6 1.348 -0.000 -2.696 6:SEISMIC 5 0.000 10.8 4.6 2.1 0.976 -4.968 9.810 0.238 10.8 4.6 2.1 0.976 -4.471 8.718 0.476 10.8 4.6 2.1 0.976 -3.975 7.627 0.715 10.8 4.6 2.1 0.976 -3.478 6.535 0.953 10.8 4.6 2.1 0.976 -2.981 5.443 1.191 10.8 4.6 2.1 0.976 -2.484 4.352 1.429 10.8 4.6 2.1 0.976 -1.987 3.260 1.667 10.8 4.6 2.1 0.976 -1.490 2.169 1.905 10.8 4.6 2.1 0.976 -0.994 1.077 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 6 of 49 vvitnuut stirrenlrlg epiriuer VOa) Fp-. Job No Sheet Na Rev 409421 7 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Dent Durham WWTP(CWS) File Support frame v5.std Date/Time 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kipft) (kip•ft) (kip-ft) 2.144 10.8 4.6 2.1 0.976 -0.497 -0.015 2.382 10.8 4.6 2.1 0.976 -0.000 -1.106 5 1:DEAD 0.000 0.2 -8.2 -0.0 -0.004 0.000 -19.514 0.238 0.2 -8.2 -0.0 -0.004 0.000 -17.571 0.476 0.2 -8.2 -0.0 -0.004 0.000 -15.626 0.715 0.2 -8.2 -0.0 -0.004 0.000 -13.679 0.953 0.2 -8.2 -0.0 -0.004 0.000 -11.730 1.191 0.2 -8.2 -0.0 -0.004 0.000 -9.778 1.429 0.2 -8.2 -0.0 -0.004 0.000 -7.824 1.667 0.2 -8.2 -0.0 -0.004 0.000 -5.868 1.905 0.2 -8.2 -0.0 -0.004 0.000 -3.909 2.144 0.2 -8.2 -0.0 -0.004 0.000 i -1.948 2.382 0.2 -8.2 -0.0 -0.004 -0.000 i 0.015 2:SEISMIC 1 0.000 10.6 4.6 1.9 0.972 -4.463 9.816 0.238 10.6 4.6 1.9 0.972 -4.017 8.725 0.476 10.6 4.6 1.9 0.972 -3.570 7.633 0.715 10.6 4.6 1.9 0.972 -3.124 6.542 0.953 10.6 4.6 1.9 0.972 -2.678 5.451 1.191 10.6 4.6 1.9 0.972 -2.232 4.360 1.429 10.6 4.6 1.9 0.972 -1.785 3.269 1.667 10.6 4.6 1.9 0.972 -1.339 2.177 1.905 10.6 4.6 1.9 0.972 -0.893 1.086 2.144 10.6 4.6 1.9 0.972 -0.446 -0.005 2.382 10.6 4.6 _ 1.9 0.972 -0.000 -1.096 3:SEISMIC 2 0.000 3.3 -2.2 0.0 0.023 -0.000 -3.796 0.238 3.3 -2.2 0.0 0.023 -0.000 -3.283 0.476 3.3 -2.2 0.0 0.023 -0.000 -2.770 0.715 3.3 -2.2 0.0 0.023 -0.000 -2.257 0.953 3.3 -2.2 0.0 0.023 -0.000 -1.744 1.191 3.3 -2.2 0.0 0.023 -0.000 -1.231 1.429 3.3 -2.2 0.0 0.023 -0.000 -0.718 1.667 3.3 -2.2 0.0 0.023 -0.000 -0.205 1.905 3.3 -2.2 0.0 0.023 -0.000 0.309 2.144 3.3 -2.2 0.0 0.023 -0.000 0.822 2.382 3.3 -2.2 0.0 0.023 -0.000 1.335 4:SEISMIC 3 0.000 -5.8 -6.2 -1.9 -0.940 4.463 -11.660 0.238 -5.8 -6.2 -1.9 -0.940 4.017 -10.195 0.476 -5.8 -6.2 -1.9 -0.940 3.570 -8.730 0.715 -5.8 -6.2 -1.9 -0.940 3.124 -7.265 0.953 -5.8 -6.2 -1.9 -0.940 2.678 -5.799 1.191 -5.8 -6.2 -1.9 -0.940 2.232 -4.334 1.429 -5.8 -6.2 -1.9 -0.940 1.785 -2.869 1.667 -5.8 -6.2 -1.9 -0.940 1.339 -1.404 1.905 -5.8 -6.2 -1.9 -0.940 0.893 0.062 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 7 of 49 vvitnout surrening cyiinaer r,vaa) Fripp-. Job No Sheet No Rev 409421 8 IMO Software licensed to CH2M HILL Part Job Tile Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std DaterTme 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.144 -5.8 -6.2 -1.9 -0.940 0.446 1.527 2.382 -5.8 -6.2 -1.9 -0.940 -0.000 2.992 _ 5:SEISMIC 4 0.000 -11.4 -7.2 -2.6 -1.344 6.231 -14.209 _ 0.238 -11.4 -7.2 -2.6 -1.344 5.608 -12.501 0.476 -11.4 -7.2 -2.6 -1.344 4.985 -10.793 0.715 -11.4 -7.2 -2.6 -1.344 4.362 -9.084 0.953 -11.4 -7.2 -2.6 -1.344 3.739 -7.376 1.191 -11.4 -7.2 -2.6 -1.344 3.116 -5.668 1.429 -11.4 -7.2 -2.6 -1.344 2.493 -3.960 1.667 -11.4 -7.2 -2.6 -1.344 1.869 -2.251 1.905 -11.4 -7.2 -2.6 -1.344 1.246 -0.543 _ 2.144 -11.4 -7.2 -2.6 -1.344 0.623 1.165 2.382 -11.4 -7.2 -2.6 -1.344 -0.000 2.873 6:SEISMIC 5 0.000 -11.7 -4.6 -2.1 -0.970 4.968 -9.814 0.238 -11.7 -4.6 -2.1 -0.970 4.471 -8.723 0.476 -11.7 -4.6 -2.1 -0.970 3.975 -7.632 0.715 -11.7 -4.6 -2.1 -0.970 3.478 -6.541 0.953 -11.7 -4.6 -2.1 -0.970 2.981 -5.450 1.191 -11.7 -4.6 -2.1 -0.970 2.484 -4.359 1.429 -11.7 -4.6 -2.1 -0.970 1.987 -3.268 1.667 -11.7 -4.6 -2.1 -0.970 1.490 -2.178 1.905 -11.7 -4.6 -2.1 -0.970 0.994 -1.087 2.144 -11.7 -4.6 -2.1 -0.970 0.497 0.004 2.382 -11.7 -4.6 -2.1 -0.970 -0.000 1.095 6 1:DEAD 0.000 0.2 8.2 0.0 -0.004 0.000 0.008 0.238 0.2 8.2 0.0 -0.004 0.000 -1.955 0.476 0.2 8.2 0.0 -0.004 0.000 -3.915 0.715 0.2 8.2 0.0 -0.004 0.000 -5.873 0.953 0.2 8.2 0.0 -0.004 0.000 -7.828 1.191 0.2 8.2 0.0 -0.004 0.000 -9.782 1.429 0.2 8.2 0.0 -0.004 0.000 -11.732 1.667 0.2 8.2 0.0 -0.004 0.000 -13.681 1.905 0.2 8.2 0.0 -0.004 0.000 -15.628 2.144 0.2 8.2 0.0 -0.004 0.000 -17.572 2.382 0.2 8.1 0.0 -0.004 0.000 -19.514 2:SEISMIC 1 0.000 6.8 -6.1 -1.9 -0.938 0.000 -2.848 0.238 6.8 -6.1 -1.9 -0.938 -0.446 -1.390 0.476 6.8 -6.1 -1.9 -0.938 -0.893 0.067 0.715 6.8 -6.1 -1.9 -0.938 -1.339 1.524 0.953 6.8 -6.1 -1.9 -0.938 -1.785 2.981 1.191 6.8 -6.1 -1.9 -0.938 -2.232 4.439 1.429 6.8 -6.1 -1.9 -0.938 -2.678 5.896 1.667 6.8 -6.1 -1.9 -0.938 -3.124 7.353 1.905 6.8 -6.1 -1.9 -0.938 -3.570 8.810 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Pun 8 of 49 vvitnout stirrernng cyirnaer kvaa) Job No Sheet No Rev )..dop 409421 9 Part Software licensed to CH2M HILL Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Date/lime 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My M2 (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.144 6.8 -6.1 -1.9 -0.938 -4.017 10.268 2.382 6.8 -6.1 -1.9 -0.938 -4.463 11.725 3:SEISMIC 2 0.000 -1.9 -0.1 -0.0 0.023 0.000 -1.238 0.238 -1.9 -0.1 -0.0 0.023 -0.000 -1.226 0.476 -1.9 -0.1 -0.0 0.023 -0.000 -1.213 0.715 -1.9 -0.1 -0.0 0.023 -0.000 -1.200 0.953 -1.9 -0.1 -0.0 0.023 -0.000 -1.187 1.191 -1.9 -0.1 -0.0 0.023 -0.000 -1.174 1.429 -1.9 -0.1 -0.0 0.023 -0.000 -1.161 1.667 -1.9 -0.1 -0.0 0.023 -0.000 -1.148 1.905 -1.9 -0.1 -0.0 0.023 -0.000 -1.135 2.144 -1.9 -0.1 -0.0 0.023 -0.000 -1.122 2.382 -1.9 -0.1 -0.0 0.023 -0.000 -1.109 4:SEISMIC 3 0.000 -9.5 4.5 1.9 0.969 0.000 1.082 0.238 -9.5 4.5 1.9 0.969 0.446 -0.002 0.476 -9.5 4.5 1.9 0.969 0.893 -1.085 0.715 -9.5 4.5 1.9 0.969 1.339 -2.168 0.953 -9.5 4.5 1.9 0.969 1.785 -3.251 1.191 -9.5 4.5 1.9 0.969 2.232 -4.335 1.429 -9.5 4.5 1.9 0.969 2.678 -5.418 1.667 -9.5 4.5 1.9 0.969 3.124 -6.501 1.905 -9.5 4.5 1.9 0.969 3.570 -7.584 2.144 -9.5 4.5 1.9 0.969 4.017 -8.668 2.382 -9.5 4.5 1.9 0.969 _ 4,463 -9.751 5:SEISMIC 4 0.000 -11.4 7.1 2.6 1.343 0.000 2.768 0.238 -11.4 7.1 2.6 1.343 0.623 1.070 0.476 -11.4 7.1 2.6 1.343 1.246 -0.628 0.715 -11.4 7.1 2.6 1.343 1.869 -2.325 0.953 -11.4 7.1 2.6 1.343 2.493 -4.023 1.191 -11.4 7.1 2.6 1.343 3.116 -5.721 1.429 -11.4 7.1 2.6 1.343 3.739 -7.418 1.667 -11.4 7.1 2.6 1.343 4.362 -9.116 1.905 -11.4 7.1 2.6 1.343 4.985 -10.814 2.144 -11.4 7.1 2.6 1.343 5.608 -12.511 2.382 -11.4 7.1 2.6 1.343 6.231 -14.209 6:SEISMIC 5 0.000 -7.5 6.1 2.1 0.939 0.000 2.854 0.238 -7.5 6.1 2.1 0.939 0.497 1.396 0.476 -7.5 6.1 2.1 0.939 0.994 -0.061 0.715 -7.5 6.1 2.1 0.939 1.490 -1.519 0.953 -7.5 6.1 2.1 0.939 1.987 -2.977 1.191 -7.5 6.1 2.1 0.939 2.484 -4.434 1.429 -7.5 6.1 2.1 0.939 2.981 -5.892 1.667 -7.5 6.1 2.1 0.939 3.478 -7.350 1.905 -7.5 6.1 2.1 0.939 3.975 -8.807 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Ran 9 of 49 vvanout surrenlny cylinder woa) �� Job No (Sheet No Rev 409421 10 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref BY T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Date'Tme 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) L(kip-ft) 2.144 -7.5 6.1 2.1 0.939 4.471 -10.265 2.382 -7.5 6.1 2.1 0.939 4.968 -11.723 7 1:DEAD 0.000 0.2 -8.1 -0.0 0.004 0.000 -19.514 0.238 0.2 -8.2 -0.0 0.004 0.000 -17.572 0.476 0.2 -8.2 -0.0 0.004 0.000 -15.628 0.715 0.2 -8.2 -0.0 0.004 0.000 -13.681 0.953 0.2 -8.2 -0.0 0.004 0.000 -11.732 1.191 0.2 -8.2 -0.0 0.004 0.000 -9.782 1.429 0.2 -8.2 -0.0 0.004 0.000 -7.828 1.667 0.2 -8.2 -0.0 0.004 0.000 -5.873 1.905 0.2 -8.2 -0.0 0.004 0.000 -3.915 2.144 0.2 -8.2 -0.0 0.004 0.000 -1.955 2.382 0.2 -8.2 -0.0 0.004 -0.000 0.008 2:SEISMIC 1 0.000 5.9 6.1 1.9 0.938 -4.463 11.726 0.238 5.9 6.1 1.9 0.938 -4.017 10.269 0.476 5.9 6.1 1.9 0.938 -3.570 8.812 0.715 5.9 6.1 1.9 0.938 -3.124 7.354 0.953 5.9 6.1 1.9 0.938 -2.678 5.897 1.191 5.9 6.1 1.9 0.938 -2.232 4.440 1.429 5.9 6.1 1.9 0.938 -1.785 2.982 1.667 5.9 6.1 1.9 0.938 -1.339 1.525 1.905 5.9 6.1 1.9 0.938 -0.893 0.068 2.144 5.9 6.1 1.9 0.938 -0.446 -1.389 2.382 5.9 6.1 1.9 0.938 -0.000 -2.847 3:SEISMIC 2 0.000 10.8 7.1 2.6 1.342 -6.231 14.210 0.238 10.8 7.1 2.6 1.342 -5.608 12.513 0.476 10.8 7.1 2.6 1.342 -4.985 10.815 0.715 10.8 7.1 2.6 1.342 -4.362 9.118 0.953 10.8 7.1 2.6 1.342 -3.739 7.420 1.191 10.8 7.1 2.6 1.342 -3.116 5.723 1.429 10.8 7.1 2.6 1.342 -2.493 4.025 1.667 10.8 7.1 2.6 1.342 -1.869 2.327 1.905 10.8 7.1 2.6 1.342 -1.246 0.630 2.144 10.8 7.1 2.6 1.342 -0.623 -1.068 2.382 10.8 7.1 2.6 1.342 -0.000 -2.765 4:SEISMIC 3 0.000 9.6 4.5 1.9 0.969 -4.463 9.754 0.238 9.6 4.5 1.9 0.969 -4.017 8.670 0.476 9.6 4.5 1.9 0.969 -3.570 7.587 0.715 9.6 4.5 1.9 0.969 -3.124 6.503 0.953 9.6 4.5 1.9 0.969 -2.678 5.420 1.191 9.6 4.5 1.9 0.969 -2.232 4.336 1.429 9.6 4.5 1.9 0.969 -1.785 3.253 1.667 9.6 4.5 1.9 0.969 -1.339 2.169 1.905 9.6 4.5 1.9 0.969 -0.893 1.086 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 10 of 49 vvitnout surrening cyiinuer (via) pip-4 Job No Sheet No f Rev OP 409421 11 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Datenime 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.144 9.6 4.5 1.9 0.969 -0.446 0.002 2.382 9.6 4.5 1.9 0.969 -0.000 -1.081 5:SEISMIC 4 0.000 2.5 -2.2 -0.0 0.021 0.000 -3.886 0.238 2.5 -2.2 -0.0 0.021 0.000 -3.373 0.476 2.5 -2.2 -0.0 0.021 0.000 -2.859 0.715 2.5 -2.2 -0.0 0.021 0.000 -2.346 0.953 2.5 -2.2 -0.0 0.021 0.000 -1.833 1.191 2.5 -2.2 -0.0 0.021 0.000 -1.320 1.429 2.5 -2.2 -0.0 0.021 0.000 -0.807 1.667 2.5 -2.2 -0.0 0.021 0.000 -0.293 1.905 2.5 -2.2 -0.0 0.021 0.000 0.220 2.144 2.5 -2.2 -0.0 0.021 0.000 0.733 2.382 2.5 -2.2 -0.0 0.021 -0.000 1.246 6:SEISMIC 5 0.000 -6.6 -6.1 -2.1 -0.939 4.968 -11.724 0.238 -6.6 -6.1 -2.1 -0.939 4.471 -10.266 0.476 -6.6 -6.1 -2.1 -0.939 3.975 -8.808 0.715 -6.6 -6.1 -2.1 -0.939 3.478 -7.351 0.953 -6.6 -6.1 -2.1 -0.939 2.981 -5.893 1.191 -6.6 -6.1 -2.1 -0.939 2.484 -4.436 1.429 -6.6 -6.1 -2.1 -0.939 1.987 -2.978 1.667 -6.6 -6.1 -2.1 -0.939 1.490 -1.520 1.905 -6.6 -6.1 -2.1 -0.939 0.994 -0.063 2.144 -6.6 -6.1 -2.1 -0.939 0.497 1.395 2.382 -6.6 -6.1 -2.1 -0.939 -0.000 2.853 8 1:DEAD 0.000 0.2 8.2 0.0 0.004 0.000 0.015 0.238 0.2 8.2 0.0 0.004 0.000 -1.948 0.476 0.2 8.2 0.0 0.004 0.000 -3.909 0.715 0.2 8.2 0.0 0.004 0.000 -5.868 0.953 0.2 8.2 0.0 0.004 0.000 -7.824 1.191 0.2 8.2 0.0 0.004 0.000 -9.778 1.429 0.2 8.2 0.0 0.004 0.000 -11.730 1.667 0.2 8.2 0.0 0.004 0.000 -13.679 1.905 0.2 8.2 0.0 0.004 0.000 -15.626 2.144 0.2 8.2 0.0 0.004 0.000 -17.571 2.382 0.2 8.2 0.0 0.004 0.000 -19.514 2:SEISMIC 1 0.000 9.6 -4.6 -1.9 -0.972 0.000 -1.096 0.238 9.6 -4.6 -1.9 -0.972 -0.446 -0.004 0.476 9.6 -4.6 -1.9 -0.972 -0.893 1.087 0.715 9.6 -4.6 -1.9 -0.972 -1.339 2.178 0.953 9.6 -4.6 -1.9 -0.972 -1.785 3.269 1.191 9.6 -4.6 -1.9 -0.972 -2.232 4.361 1.429 9.6 -4.6 -1.9 -0.972 -2.678 5.452 1.667 9.6 -4.6 -1.9 -0.972 -3.124 6.543 1.905 9.6 -4.6 -1.9 -0.972 -3.570 7.634 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 11 of 49 vvitnout stiffening cyiinuer (voa) Job No Sheet Na Rev 409421 12 A Part Software licensed to CH2M HILL Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Datemne 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.144 9.6 -4.6 -1.9 -0.972 -4.017 8.726 2.382 9.6 -4.6 _ -1.9 -0.972 -4.463 9.817 3:SEISMIC 2 0.000 10.8 -7.2 -2.6 -1.345 0.000 -2.874 0.238 10.8 -7.2 -2.6 -1.345 -0.623 -1.165 0.476 10.8 -7.2 -2.6 -1.345 -1.246 0.543 0.715 10.8 -7.2 -2.6 -1.345 -1.869 2.251 0.953 10.8 -7.2 -2.6 -1.345 -2.493 3.960 1.191 10.8 -7.2 -2.6 -1.345 -3.116 5.668 1.429 10.8 -7.2 -2.6 -1.345 -3.739 7.377 1.667 10.8 -7.2 -2.6 -1.345 -4.362 9.085 1.905 10.8 -7.2 -2.6 -1.345 -4.985 10.793 2.144 10.8 -7.2 -2.6 -1.345 -5.608 12.502 2.382 10.8 -7.2 -2.6 -1.345 -6.231 14.210 4:SEISMIC 3 0.000 5.8 -6.2 -1.9 -0.940 0.000 -2.987 0.238 5.8 -6.2 -1.9 -0.940 -0.446 -1.522 0.476 5.8 -6.2 -1.9 -0.940 -0.893 -0.057 0.715 5.8 -6.2 -1.9 -0.940 -1.339 1.408 0.953 5.8 -6.2 -1.9 -0.940 -1.785 2.873 1.191 5.8 -6.2 -1.9 -0.940 -2.232 4.338 1.429 5.8 -6.2 -1.9 -0.940 -2.678 5.803 1.667 5.8 -6.2 -1.9 -0.940 -3.124 7.268 1.905 5.8 -6.2 -1.9 -0.940 -3.570 8.733 2.144 5.8 -6.2 -1.9 -0.940 -4.017 10.198 2.382 5.8 -6.2 -1.9 -0.940 -4.463 11.663 5:SEISMIC 4 0.000 -2.7 -0.1 0.0 0.021 0.000 -1.329 0.238 -2.7 -0.1 0.0 0.021 0.000 -1.316 0.476 -2.7 -0.1 0.0 0.021 0.000 -1.303 0.715 -2.7 -0.1 0.0 0.021 0.000 -1.290 0.953 -2.7 -0.1 0.0 0.021 0.000 -1.277 1.191 -2.7 -0.1 0.0 0.021 0.000 -1.264 1.429 -2.7 -0.1 0.0 0.021 0.000 -1.251 1.667 -2.7 -0.1 0.0 0.021 0.000 -1.238 1.905 -2.7 -0.1 0.0 0.021 0.000 -1.225 2.144 -2.7 -0.1 0.0 0.021 0.000 -1.212 2.382 _ -2.7 -0.1 0.0 0.021 0.000 -1.199 6:SEISMIC 5 0.000 -10.8 4.6 2.1 0.970 0.000 1.094 0.238 -10.8 4.6 2.1 0.970 0.497 0.003 0.476 -10.8 4.6 2.1 0.970 0.994 -1.088 0.715 -10.8 4.6 2.1 0.970 1.490 -2.179 0.953 -10.8 4.6 2.1 0.970 1.987 -3.269 1.191 -10.8 4.6 2.1 0.970 2.484 -4.360 1.429 -10.8 4.6 2.1 0.970 2.981 -5.451 1.667 -10.8 4.6 2.1 0.970 3.478 -6.542 1.905 -10.8 4.6 2.1 0.970 3.975 -7.633 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 12 of 49 vvitnout sunening cynnuer t,vod) pop, Job No Sheet No Rev 409421 13 Software licensed to CH2M HILL Part Job Ttle Durham Pearl 2000 support frame Ref 9Y T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Date-Tme 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.144 -10.8 4.6 2.1 0.970 4.471 -8.724 2.382 -10.8 4.6 2.1 0.970 4.968 -9.815 10 1:DEAD 0.000 33.1 -12.6 9.2 -0.000 -21.307 -29.322 0.233 33.1 -12.6 9.2 -0.000 -19.164 -26.387 0.466 33.1 -12.6 9.2 -0.000 -17.022 -23.451 0.699 33.1 -12.6 9.2 -0.000 -14.879 -20.516 0.932 33.2 -12.6 9.2 -0.000 -12.737 -17.581 1.165 33.2 -12.6 9.2 -0.000 -10.594 -14.645 1.398 33.2 -12.6 9.2 -0.000 -8.452 -11.710 1.631 33.2 -12.6 9.2 -0.000 -6.310 -8.774 1.864 33.2 -12.6 9.2 -0.000 -4.167 -5.839 2.097 33.2 -12.6 9.2 -0.000 -2.025 -2.903 2.330 33.2 -12.6 9.2 -0.000 0.118 0.032 2:SEISMIC 1 0.000 21.0 -12.8 7.3 -0.038 -17.047 -29.472 0.233 21.0 -12.8 7.3 -0.038 -15.336 -26.481 0.466 21.0 -12.8 7.3 -0.038 -13.626 -23.489 0.699 21.0 -12.8 7.3 -0.038 -11.916 -20.498 0.932 21.0 -12.8 7.3 -0.038 -10.206 -17.507 1.165 21.0 -12.8 7.3 -0.038 -8.496 -14.515 1.398 21.0 -12.8 7.3 -0.038 -6.786 -11.524 1.631 21.0 -12.8 7.3 -0.038 -5.075 -8.533 1.864 21.0 -12.8 7.3 -0.038 -3.365 -5.542 2.097 21.0 -12.8 7.3 -0.038 -1.655 -2.550 2.330 21.0 -12.8 7.3 -0.038 0.055 0.441 3:SEISMIC 2 0.000 28.6 -15.9 13.6 -0.002 -30.887 -36.731 0.233 28.6 -15.9 13.6 -0.002 -27.720 -33.032 0.466 28.6 -15.9 13.6 -0.002 -24.553 -29.332 0.699 28.6 -15.9 13.6 -0.002 -21.387 -25.632 0.932 28.6 -15.9 13.6 -0.002 -18.220 -21.932 1.165 28.6 -15.9 13.6 -0.002 -15.054 -18.232 1.398 28.6 -15.9 13.6 -0.002 -11.887 -14.532 1.631 28.6 -15.9 13.6 -0.002 -8.721 -10.832 1.864 28.6 -15.9 13.6 -0.002 -5.554 -7.133 2.097 28.6 -15.9 13.6 -0.002 -2.388 -3.433 2.330 28.6 -15.9 13.6 -0.002 0.779 0.267 4:SEISMIC 3 0.000 20.7 -10.0 12.2 0.035 -27.392 -23.395 0.233 20.7 -10.0 12.2 0.035 -24.548 -21.062 0.466 20.7 -10.0 12.2 0.035 -21.703 -18.729 0.699 20.7 -10.0 12.2 0.035 -18.859 -16.397 0.932 20.7 -10.0 12.2 0.035 -16.014 -14.064 1.165 20.7 -10.0 12.2 0.035 -13.170 -11.731 1.398 20.7 -10.0 12.2 0.035 -10.325 -9.398 1.631 20.7 -10.0 12.2 0.035 -7.481 -7.065 1.864 20.7 -10.0 12.2 0.035 -4.636 -4.733 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 13 of 49 vvitnout stirrening cylinder Ivod) Job No Sheet No Rev 409421 14 iradA -. Part Software licensed to CH2M HILL Job rule Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Date/Time 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending - Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip.ft) (kip-ft) 2.097 20.7 -10.0 12.2 0.035 -1.792 -2.400 2.330 20.7 -10.0 12.2 0.035 1.053 -0.067 5:SEISMIC 4 0.000 1.3 0.8 3.1 0.051 -6.536 1.481 0.233 1.3 0.8 3.1 0.051 -5.813 1.296 0.466 1.3 0.8 3.1 0.051 -5.090 1.111 0.699 1.3 0.8 3.1 0.051 -4.367 0.927 0.932 1.3 0.8 3.1 0.051 -3.644 0.742 1.165 1.3 0.8 3.1 0.051 -2.921 0.557 1.398 1.3 0.8 3.1 0.051 -2.198 0.372 1.631 1.3 0.8 3.1 0.051 -1.475 0.188 1.864 1.3 0.8 3.1 0.051 -0.752 0.003 2.097 1.3 0.8 3.1 0.051 -0.029 -0.182 2.330 1.3 0.8 3.1 0.051 0.694 -0.367 6:SEISMIC 5 0.000 -19.5 12.4 -7.3 0.043 17.045 28.456 0.233 -19.5 12.4 -7.3 0.043 15.335 25.560 0.466 -19.5 12.4 -7.3 0.043 13.625 22.664 0.699 -19.5 12.4 -7.3 0.043 11.915 19.768 0.932 -19.5 12.4 -7.3 0.043 10.205 16.872 1.165 -19.5 12.4 -7.3 0.043 8.495 13.977 1.398 -19.5 12.4 -7.3 0.043 6.785 11.081 1.631 -19.5 12.4 -7.3 0.043 5.075 8.185 1.864 -19.5 12.4 -7.3 0.043 3.365 5.289 2.097 -19.5 12.4 -7.3 0.043 1.655 2.393 2.330 -19.5 12.4 -7.3 0.043 -0.055 -0.503 11 1:DEAD 0.000 33.1 -12.6 -9.2 0.000 21.307 -29.322 0.233 33.1 -12.6 -9.2 0.000 19.164 -26.387 0.466 33.1 -12.6 -9.2 0.000 17.022 -23.451 0.699 33.1 -12.6 -9.2 0.000 14.879 -20.516 0.932 33.2 -12.6 -9.2 0.000 12.737 -17.581 1.165 33.2 -12.6 -9.2 0.000 10.594 -14.645 1.398 33.2 -12.6 -9.2 0.000 8.452 -11.710 1.631 33.2 -12.6 -9.2 0.000 6.310 -8.774 1.864 33.2 -12.6 -9.2 0.000 4.167 -5.839 2.097 33.2 -12.6 -9.2 0.000 2.025 -2.903 2.330 33.2 -12.6 -9.2 0.000 -0.118 _ 0.032 2:SEISMIC 1 0.000 20.8 -12.5 -7.0 0.038 16.317 -28.635 0.233 20.8 -12.5 -7.0 0.038 14.684 -25.730 0.466 20.8 -12.5 -7.0 0.038 13.051 -22.824 0.699 20.8 -12.5 -7.0 0.038 11.417 -19.918 0.932 20.8 -12.5 -7.0 0.038 9.784 -17.012 1.165 20.8 -12.5 -7.0 0.038 8.151 -14.106 1.398 20.8 -12.5 -7.0 0.038 6.517 -11.201 1.631 20.8 -12.5 -7.0 0.038 4.884 -8.295 1.864 20.8 -12.5 -7.0 0.038 3.250 -5.389 PrintTme/Date:01/03/2012 14:56 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 14 of 49 vvitnout siirrening cyiiriaer I,voa) Job No Sheet Na Rev 409421 15 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty DatE14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Date/Time 01-Mar-2012 14:30 • Beam Force Detail Cont... Axial 1 Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip.ft) 2.097 20.8 -12.5 -7.0 0.038 1.617 -2.483 2.330 20.8 -12.5 -7.0 0.038 -0.016 0.423 3:SEISMIC 2 0.000 1.6 -1.3 1.6 0.051 -2.961 -2.680 0.233 1 1.6 -1.3 1.6 0.051 -2.598 -2.378 0.466 - 1.6 -1.3 1.6 0.051 -2.235 -2.076 0.699 1.6 -1.3 1.6 0.051 -1.872 -1.774 0.932 1.6 -1.3 1.6 0.051 -1.509 -1.472 1.165 1.6 -1.3 1.6 0.051 -1.146 -1.170 1.398 1.6 -1.3 1.6 0.051 -0.784 -0.868 1.631 1.6 -1.3 1.6 0.051 -0.421 -0.566 1.864 1.6 -1.3 1.6 0.051 -0.058 -0.264 2.097 1.6 -1.3 1.6 0.051 0.305 0.038 2.330 1.6 -1.3 1.6 0.051 0.668 0.340 4:SEISMIC 3 0.000 -18.6 10.0 9.2 0.036 -20.463 23.394 0.233 -18.6 10.0 9.2 0.036 -18.320 21.061 0.466 -18.6 10.0 9.2 0.036 -16.177 18.728 0.699 -18.6 10.0 9.2 0.036 -14.034 16.396 0.932 -18.6 10.0 9.2 0.036 -11.891 14.063 1.165 -18.6 10.0 9.2 0.036 -9.749 11.730 1.398 -18.6 10.0 9.2 0.036 -7.606 9.398 1.631 -18.6 10.0 9.2 0.036 -5.463 7.065 1.864 -18.6 10.0 9.2 0.036 -3.320 4.732 2.097 -18.6 10.0 9.2 0.036 -1.177 2.400 2.330 -18.6 10.0 9.2 0.036 0.965 0.067 5:SEISMIC 4 0.000 -27.2 14.9 11.7 -0.002 -26.460 34.555 0.233 -27.2 14.9 11.7 -0.002 -23.746 31.074 0.466 -27.2 14.9 11.7 -0.002 -21.031 27.594 0.699 -27.2 14.9 11.7 -0.002 -18.317 24.114 0.932 -27.2 14.9 11.7 -0.002 -15.602 20.634 1.165 -27.2 14.9 11.7 -0.002 -12.888 17.153 1.398 -27.2 14.9 11.7 -0.002 -10.173 13.673 1.631 -27.2 14.9 11.7 -0.002 -7.459 10.193 1.864 -27.2 14.9 11.7 -0.002 -4.744 6.712 2.097 -27.2 14.9 11.7 -0.002 -2.030 3.232 2.330 -27.2 14.9 11.7 -0.002 0.685 -0.248 6:SEISMIC 5 0.000 -19.2 12.1 7.0 -0.042 -16.316 27.619 0.233 -19.2 12.1 7.0 -0.042 -14.682 24.809 0.466 -19.2 12.1 7.0 -0.042 -13.049 21.999 0.699 -19.2 12.1 7.0 -0.042 -11.416 19.188 0.932 -19.2 12.1 7.0 -0.042 -9.783 16.378 1.165 -19.2 12.1 7.0 -0.042 -8.150 13.568 1.398 -19.2 12.1 7.0 -0.042 -6.516 10.757 1.631 -19.2 12.1 7.0 -0.042 -4.883 7.947 1.864 -19.2 12.1 7.0 -0.042 -3.250 5.136 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 15 of 49 vvitnout surrening cyirnaer I Voa) Fe 7 Job No Sheet No Rev 409421 16 Part ■ Software licensed to CH2M HILL Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) F°e Support frame v5.std Date/lime 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.097 -19.2 12.1 7.0 -0.042 -1.617 2.326 2.330 -19.2 12.1 7.0 -0.042 0.016 -0.484 12 1:DEAD 0.000 33.6 12.6 9.2 -0.000 -21.307 29.335 0.233 33.6 12.6 9.2 -0.000 -19.165 26.399 0.466 33.6 12.6 9.2 -0.000 -17.022 23.464 0.699 33.6 12.6 9.2 -0.000 -14.880 20.529 0.932 33.6 12.6 9.2 -0.000 -12.737 17.593 1.165 33.6 12.6 9.2 -0.000 -10.595 14.658 1.398 33.7 12.6 9.2 -0.000 -8.452 11.722 1.631 33.7 12.6 9.2 -0.000 -6.310 8.787 1.864 33.7 12.6 9.2 -0.000 -4.167 5.852 2.097 33.7 12.6 9.2 -0.000 -2.025 2.916 2.330 33.7 12.6 9.2 -0.000 0.118 -0.019 2:SEISMIC 1 0.000 -18.9 -8.7 -7.3 -0.038 17.045 -19.868 0.233 -18.9 -8.7 -7.3 -0.038 15.335 -17.843 0.466 -18.9 -8.7 -7.3 -0.038 13.625 -15.818 0.699 -18.9 -8.7 -7.3 -0.038 11.915 -13.793 0.932 -18.9 -8.7 -7.3 -0.038 10.205 -11.768 1.165 -18.9 -8.7 -7.3 -0.038 8.495 -9.743 1.398 -18.9 -8.7 -7.3 -0.038 6.785 -7.718 1.631 -18.9 -8.7 -7.3 -0.038 5.075 -5.692 1.864 -18.9 -8.7 -7.3 -0.038 3.365 -3.667 2.097 -18.9 -8.7 -7.3 -0.038 1.655 -1.642 2.330 -18.9 -8.7 -7.3 -0.038 -0.055 0.383 3:SEISMIC 2 0.000 1.4 0.6 2.9 -0.052 -6.174 1.798 0.233 1.4 0.6 2.9 -0.052 -5.489 1.652 0.466 1.4 0.6 2.9 -0.052 -4.804 1.507 0.699 1.4 0.6 2.9 -0.052 -4.119 1.361 0.932 1.4 0.6 2.9 -0.052 -3.434 1.216 1.165 1.4 0.6 2.9 -0.052 -2.749 1.071 1.398 1.4 0.6 2.9 -0.052 -2.064 0.925 1.631 1.4 0.6 2.9 -0.052 -1.379 0.780 1.864 1.4 0.6 2.9 -0.052 -0.694 0.634 2.097 1.4 0.6 2.9 -0.052 -0.009 0.489 2.330 1.4 0.6 2.9 -0.052 0.676 0.344 4:SEISMIC 3 0.000 20.9 9.7 12.0 -0.037 -26.899 22.591 0.233 20.9 9.7 12.0 -0.037 -24.106 20.342 0.466 20.9 9.7 12.0 -0.037 -21.313 18.093 0.699 20.9 9.7 12.0 -0.037 -18.521 15.844 0.932 20.9 9.7 12.0 -0.037 -15.728 13.595 1.165 20.9 9.7 12.0 -0.037 -12.935 11.345 1.398 20.9 9.7 12.0 -0.037 -10.142 9.096 1.631 20.9 9.7 12.0 -0.037 -7.350 6.847 1.864 20.9 9.7 12.0 -0.037 -4.557 4.598 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 16 of 49 vvlti1Out starer-my Gym-Kier k VOd) Job No Sheet No Rev 409421 17 Part Software licensed to CH2M HILL Job Title Durham Pearl 2000 support frame Ref By T.Petty Dats14-Feb-12 Cbd Client Durham WWTP(CWS) File Support frame v5.std Date-Time 01-Mar-2012 14:30 • Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.097 20.9 9.7 12.0 -0.037 -1.764 2.349 2.330 20.9 9.7 12.0 -0.037 1.028 0.100 5:SEISMIC 4 0.000 28.7 13.9 13.4 0.000 -30.523 32.298 0.233 28.7 13.9 13.4 0.000 -27.395 29.049 0.466 28.7 13.9 13.4 0.000 -24.267 25.799 0.699 28.7 13.9 13.4 0.000 -21.138 22.550 0.932 28.7 13.9 13.4 0.000 -18.010 19.300 1.165 28.7 13.9 13.4 0.000 -14.881 16.051 1.398 28.7 13.9 13.4 0.000 -11.753 12.801 1.631 28.7 13.9 13.4 0.000 -8.624 9.552 1.864 28.7 13.9 13.4 0.000 -5.496 6.302 2.097 28.7 13.9 13.4 0.000 -2.368 3.053 2.330 28.7 13.9 13.4 0.000 0.761 -0.197 6:SEISMIC 5 0.000 21.6 11.5 7.3 0.043 -17.045 26.379 0.233 21.6 11.5 7.3 0.043 -15.335 23.699 0.466 21.6 11.5 7.3 0.043 -13.625 21.019 0.699 21.6 11.5 7.3 0.043 -11.915 18.339 0.932 21.6 11.5 7.3 0.043 -10.205 15.660 1.165 21.6 11.5 7.3 0.043 -8.495 12.980 1.398 21.6 11.5 7.3 0.043 -6.785 10.300 1.631 21.6 11.5 7.3 0.043 -5.075 7.620 1.864 21.6 11.5 7.3 0.043 -3.365 4.941 2.097 21.6 11.5 7.3 0.043 -1.655 2.261 2.330 21.6 11.5 7.3 0.043 0.055 -0.419 13 1:DEAD 0.000 33.6 12.6 -9.2 0.000 21.307 29.335 0.233 33.6 12.6 -9.2 0.000 19.165 26.399 0.466 33.6 12.6 -9.2 0.000 17.022 23.464 0.699 33.6 12.6 -9.2 0.000 14.880 20.529 0.932 33.6 12.6 -9.2 0.000 12.737 17.593 1.165 33.6 12.6 -9.2 0.000 10.595 14.658 1.398 33.7 12.6 -9.2 0.000 8.452 11.722 1.631 33.7 12.6 -9.2 0.000 6.310 8.787 1.864 33.7 12.6 -9.2 0.000 4.167 5.852 2.097 33.7 12.6 -9.2 0.000 2.025 2.916 2.330 33.7 12.6 -9.2 0.000 -0.118 -0.019 2:SEISMIC 1 0.000 -18.7 -8.4 7.0 0.038 -16.316 -19.202 0.233 -18.7 -8.4 7.0 0.038 -14.683 -17.245 0.466 -18.7 -8.4 7.0 0.038 -13.050 -15.288 0.699 -18.7 -8.4 7.0 0.038 -11.416 -13.331 0.932 -18.7 -8.4 7.0 0.038 -9.783 -11.374 1.165 -18.7 -8.4 7.0 0.038 -8.150 -9.417 1.398 -18.7 -8.4 7.0 0.038 -6.517 -7.460 1.631 -18.7 -8.4 7.0 0.038 -4.883 -5.503 1.864 -18.7 -8.4 7.0 0.038 -3.250 -3.546 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 17 of 49 vvltnout suiiening cylinder woa) ' Job Na Sheet No Rev rd r;PA 409421 18 Part Software licensed to CH2M HILL Job rule Durham Pearl 2000 support frame Ref By T.Petty Dal€14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Date.Tme 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.097 -18.7 -8.4 7.0 0.038 -1.617 -1.589 2.330 -18.7 -8.4 7.0 0.038 0.016 0.368 3:SEISMIC 2 0.000 -27.4 -13.0 11.5 0.000 -26.155 -30.224 0.233 -27.4 -13.0 11.5 0.000 -23.473 -27.183 0.466 -27.4 -13.0 11.5 0.000 i -20.791 -24.143 0.699 -27.4 -13.0 11.5 0.000 ' -18.108 -21.103 0.932 -27.4 -13.0 11.5 0.000 -15.426 -18.062 1.165 -27.4 -13.0 11.5 0.000 -12.743 -15.022 1.398 -27.4 -13.0 11.5 0.000 -10.061 -11.982 1.631 -27.4 -13.0 11.5 0.000 -7.379 -8.941 1.864 -27.4 -13.0 11.5 0.000 -4.696 -5.901 2.097 -27.4 -13.0 11.5 0.000 -2.014 -2.861 2.330 -27.4 -13.0 11.5 0.000 0.669 0.180 4:SEISMIC 3 0.000 -18.8 -9.7 9.0 -0.037 -20.048 -22.590 0.233 -18.8 -9.7 9.0 -0.037 -17.949 -20.341 0.466 -18.8 -9.7 9.0 -0.037 -15.850 -18.092 0.699 -18.8 -9.7 9.0 -0.037 -13.751 -15.843 0.932 -18.8 -9.7 9.0 -0.037 -11.651 -13.594 1.165 -18.8 -9.7 9.0 -0.037 -9.552 -11.345 1.398 -18.8 -9.7 9.0 -0.037 -7.453 -9.096 1.631 -18.8 -9.7 9.0 -0.037 -5.354 -6.847 1.864 -18.8 -9.7 9.0 -0.037 -3.255 -4.598 2.097 -18.8 -9.7 9.0 -0.037 -1.156 -2.349 2.330 -18.8 -9.7 9.0 -0.037 0.943 -0.100 5:SEISMIC 4 0.000 1.4 -0.1 1.4 -0.052 -2.656 -0.496 0.233 1.4 -0.1 1.4 -0.052 -2.326 -0.479 0.466 1.4 -0.1 1.4 -0.052 -1.995 -0.461 0.699 1.4 -0.1 1.4 -0.052 -1.664 -0.443 0.932 1.4 -0.1 1.4 -0.052 -1.333 -0.426 1.165 1.4 -0.1 1.4 -0.052 -1.002 -0.408 1.398 1.4 -0.1 1.4 -0.052 -0.671 -0.390 1.631 1.4 -0.1 1.4 -0.052 -0.341 -0.372 1.864 1.4 -0.1 1.4 -0.052 -0.010 -0.355 2.097 1.4 -0.1 1.4 -0.052 0.321 -0.337 2.330 1.4 -0.1 1.4 -0.052 0.652 -0.319 6:SEISMIC 5 0.000 21.3 11.2 -7.0 -0.042 16.316 25.713 0.233 21.3 11.2 -7.0 -0.042 14.682 23.101 0.466 21.3 11.2 -7.0 -0.042 13.049 20.489 0.699 21.3 11.2 -7.0 -0.042 11.416 17.878 0.932 21.3 11.2 -7.0 -0.042 9.783 15.266 1.165 21.3 11.2 -7.0 -0.042 8.150 12.654 1.398 21.3 11.2 -7.0 -0.042 6.516 10.043 1.631 21.3 11.2 -7.0 -0.042 4.883 7.431 1.864 21.3 11.2 -7.0 -0.042 3.250 4.819 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 18 of 49 vvitnout surrening cylinder kvda) Fr i p p"+! Job No Sheet No Rev 409421 19 Software licensed to CH2M HILL Part Job Ttle Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std 'Date/lime 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.097 21.3 11.2 -7.0 -0.042 1.617 2.208 2.330 21.3 11.2 -7.0 -0.042 -0.016 -0.404 100 1:DEAD 0.000 9.1 16.6 0.1 -0.008 -0.289 21.298 0.337 9.1 16.6 0.1 -0.008 -0.248 15.701 0.674 9.1 16.6 0.1 -0.008 -0.208 10.109 1.010 9.1 16.6 0.1 -0.008 -0.167 4.521 1.347 9.1 16.6 0.1 -0.008 -0.126 -1.063 1.684 9.1 16.6 0.1 -0.008 -0.085 -6.642 2.021 9.1 16.5 0.1 -0.008 -0.044 -12.216 2.358 9.1 16.5 0.1 -0.008 -0.003 -17.786 2.695 9.1 16.5 0.1 -0.008 0.038 -23.351 3.031 9.1 16.5 0.1 -0.008 0.079 -28.912 3.368 9.1 16.5 0.1 -0.008 0.120 -34.468 2:SEISMIC 1 0.000 10.1 13.3 -0.7 -0.006 1.460 17.029 0.337 10.1 13.3 -0.7 -0.006 1.236 12.538 0.674 10.1 13.3 -0.7 -0.006 1.012 8.048 1.010 10.1 13.3 -0.7 -0.006 0.788 3.557 1.347 10.1 13.3 -0.7 -0.006 0.565 -0.934 1.684 10.1 13.3 -0.7 -0.006 0.341 -5.424 2.021 10.1 13.3 -0.7 -0.006 0.117 -9.915 2.358 10.1 13.3 -0.7 -0.006 -0.107 -14.406 2.695 10.1 13.3 -0.7 -0.006 -0.331 -18.897 3.031 10.1 13.3 -0.7 -0.006 -0.555 -23.387 3.368 10.1 13.3 -0.7 -0.006 -0.778 -27.878 3:SEISMIC 2 0.000 16.1 14.3 -2.4 -0.018 2.085 30.868 0.337 16.1 14.3 -2.4 -0.018 1.269 26.044 0.674 16.1 14.3 -2.4 -0.018 0.454 21.221 1.010 16.1 14.3 -2.4 -0.018 -0.362 16.397 1.347 16.1 14.3 -2.4 -0.018 -1.177 11.573 1.684 16.1 14.3 -2.4 -0.018 -1.992 6.749 2.021 16.1 14.3 -2.4 -0.018 -2.808 1.926 2.358 16.1 14.3 -2.4 -0.018 -3.623 -2.898 2.695 16.1 14.3 -2.4 -0.018 -4.439 -7.722 3.031 16.1 14.3 -2.4 -0.018 -5.254 -12.546 3.368 16.1 14.3 -2.4 -0.018 -6.070 -17.369 4:SEISMIC 3 0.000 13.0 7.6 -2.8 -0.020 1.541 27.383 0.337 13.0 7.6 -2.8 -0.020 0.591 24.823 0.674 13.0 7.6 -2.8 -0.020 -0.359 22.262 1.010 13.0 7.6 -2.8 -0.020 -1.308 19.701 1.347 13.0 7.6 -2.8 -0.020 -2.258 17.140 1.684 13.0 7.6 -2.8 -0.020 -3.208 14.579 2.021 13.0 7.6 -2.8 -0.020 -4.158 12.018 2.358 13.0 7.6 -2.8 -0.020 -5.107 9.457 2.695 13.0 7.6 -2.8 -0.020 -6.057 6.896 Print Tme/Date:01/03/2012 14:56 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 19 of 49 vvitnout surrening cylinaer kvaa) Job No Sheet No Rev A ■ 409421 20 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std DateRme 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip ft) (kip ft) _ 3.031 13.0 7.6 -2.8 -0.020 -7.007 4.335 3.368 13.0 7.6 -2.8 -0.020 -7.957 1.775 5:SEISMIC 4 0.000 1.7 -4.2 -1.5 -0.013 0.065 6.543 0.337 1.7 -4.2 -1.5 -0.013 -0.447 7.974 0.674 1.7 -4.2 -1.5 -0.013 -0.959 9.404 1.010 1.7 -4.2 -1.5 -0.013 -1.471 10.835 1.347 1.7 -4.2 -1.5 -0.013 -1.983 12.266 1.684 1.7 -4.2 -1.5 -0.013 -2.495 13.697 2.021 1.7 -4.2 -1.5 -0.013 -3.007 15.128 2.358 1.7 -4.2 -1.5 -0.013 -3.519 16.559 2.695 1.7 -4.2 -1.5 -0.013 -4.031 17.989 3.031 1.7 -4.2 -1.5 -0.013 -4.543 19.420 3.368 1.7 -4.2 -1.5 -0.013 -5.055 20.851 6:SEISMIC 5 0.000 -10.4 -13.3 0.7 0.006 -1.641 -17.025 0.337 -10.4 -13.3 0.7 0.006 -1.394 -12.535 0.674 -10.4 -13.3 0.7 0.006 -1.146 -8.045 1.010 -10.4 -13.3 0.7 0.006 -0.899 -3.555 1.347 -10.4 -13.3 0.7 0.006 -0.651 0.935 1.684 -10.4 -13.3 0.7 0.006 -0.404 5.425 2.021 -10.4 -13.3 0.7 0.006 -0.156 9.915 2.358 -10.4 -13.3 0.7 0.006 0.091 14.405 2.695 -10.4 -13.3 0.7 0.006 0.339 18.895 3.031 -10.4 -13.3 0.7 0.006 0.586 23.385 3.368 -10.4 -13.3 0.7 0.006 0.834 27.875 101 1:DEAD 0.000 9.2 8.2 -0.0 0.000 0.120 -34.467 0.238 9.2 8.2 -0.0 0.000 0.120 -36.429 0.476 9.2 8.2 -0.0 0.000 0.120 -38.390 0.715 9.2 8.2 -0.0 0.000 0.120 -40.348 0.953 9.2 8.2 -0.0 0.000 0.120 -42.304 1.191 9.2 8.2 -0.0 0.000 0.120 -44.257 1.429 9.2 8.2 -0.0 0.000 0.120 -46.209 1.667 9.2 8.2 -0.0 0.000 0.120 -48.157 1.905 9.2 8.2 -0.0 0.000 0.120 -50.104 2.144 9.2 8.2 -0.0 0.000 0.120 -52.049 2.382_ 9.2 8.1 -0.0 0.000 0.120 -53.991 2:SEISMIC 1 0.000 4.0 7.2 2.8 1.350 -0.778 -25.199 0.238 4.0 7.2 2.8 1.350 -0.108 -26.917 0.476 4.0 7.2 2.8 1.350 0.562 -28.635 0.715 4.0 7.2 2.8 1.350 1.233 -30.353 0.953 4.0 7.2 2.8 1.350 1.903 -32.071 1.191 4.0 7.2 2.8 1.350 2.574 -33.789 1.429 4.0 7.2 2.8 1.350 3.244 -35.507 1.667 4.0 7.2 2.8 1.350 3.914 -37.225 1.905 4.0 7.2 2.8 1.350 4.585 -38.943 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 20 of 49 vvitnout strnenrng cylinuer woad Job No &gee!Na Rev A 409421 21 _. Part Software licensed to CH2M HILL Job Title Durham Pearl 2000 support frame Ref BY T.Petty DatE14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Date/rime 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C ' d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.144 4.0 7.2 2.8 1.350 5.255 -40.661 2.382 4.0 _ 7.2 2.8 1.350 5.926 -42.379 3:SEISMIC 2 0.000 5.7 7.2 4.3 0.991 -6.070 -14.465 0.238 5.7 7.2 4.3 0.991 -5.049 -16.170 0.476 5.7 7.2 4.3 0.991 -4.028 -17.874 0.715 5.7 7.2 4.3 0.991 -3.007 -19.578 0.953 5.7 7.2 4.3 0.991 -1.986 -21.283 1.191 5.7 7.2 4.3 0.991 -0.965 -22.987 1.429 5.7 7.2 4.3 0.991 0.056 -24.691 1.667 5.7 7.2 4.3 0.991 1.077 -26.395 1.905 5.7 7.2 4.3 0.991 2.098 -28.100 2.144 5.7 7.2 4.3 0.991 3.119 -29.804 2.382 5.7 7.2 4.3 0.991 4.140 -31.508 4:SEISMIC 3 0.000 4.2 3.0 3.3 0.059 -7.957 3.223 0.238 4.2 3.0 3.3 0.059 -7.160 2.508 0.476 4.2 3.0 3.3 0.059 -6.364 1.794 0.715 4.2 3.0 3.3 0.059 -5.567 1.079 0.953 4.2 3.0 3.3 0.059 -4.771 0.365 1.191 4.2 3.0 3.3 0.059 -3.974 -0.350 1.429 4.2 3.0 3.3 0.059 -3.178 -1.065 1.667 4.2 3.0 3.3 0.059 -2.381 -1.779 1.905 4.2 3.0 3.3 0.059 -1.585 -2.494 2.144 4.2 3.0 3.3 0.059 -0.788 -3.208 2.382 4.2 3.0 3.3 0.059 0.008 -3.923 5:SEISMIC 4 0.000 -0.2 -4.2 0.4 -0.907 -5.055 19.991 0.238 -0.2 -4.2 0.4 -0.907 -4.962 20.999 0.476 -0.2 -4.2 0.4 -0.907 -4.870 22.007 0.715 -0.2 -4.2 0.4 -0.907 -4.777 23.015 0.953 -0.2 -4.2 0.4 -0.907 -4.684 24.023 1.191 -0.2 -4.2 0.4 -0.907 -4.591 25.032 1.429 -0.2 -4.2 0.4 -0.907 -4.498 26.040 1.667 -0.2 -4.2 0.4 -0.907 -4.405 27.048 1.905 -0.2 -4.2 0.4 -0.907 -4.313 28.056 2.144 -0.2 -4.2 0.4 -0.907 -4.220 29.064 2.382 -0.2 -4.2 0.4 -0.907 -4.127 30.072 6:SEISMIC 5 0.000 -3.6 -7.2 -3.1 -1.350 0.834 25.200 0.238 -3.6 -7.2 -3.1 -1.350 0.092 26.918 0.476 -3.6 -7.2 -3.1 -1.350 -0.650 28.636 0.715 -3.6 -7.2 -3.1 -1.350 -1.392 30.354 0.953 -3.6 -7.2 -3.1 -1.350 -2.134 32.072 1.191 -3.6 -7.2 -3.1 -1.350 -2.875 33.790 1.429 -3.6 -7.2 -3.1 -1.350 -3.617 35.508 1.667 -3.6 -7.2 -3.1 -1.350 -4.359 37.226 1.905 -3.6 -7.2 -3.1 -1.350 -5.101 38.944 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 21 of 49 vvitnout surrening cyllnaer woa) Job No Sheet No Rev 409421 22 Part -� Software licensed to CH2M HILL Job The Durham Pearl 2000 support frame Ref BY T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Date/Time 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.144 -3.6 -7.2 -3.1 -1.350 -5.843 40.662 2.382 -3.6 -7.2 -3.1 -1.350 -6.585 42.380 102 1:DEAD 0.000 9.2 -8.2 -0.0 0.000 0.120 -53.991 0.238 9.2 -8.2 -0.0 0.000 0.120 -52.049 0.476 9.2 -8.2 -0.0 0.000 0.120 -50.104 0.715 9.2 -8.2 -0.0 0.000 0.120 -48.157 0.953 9.2 -8.2 -0.0 0.000 0.120 -46.209 1.191 9.2 -8.2 -0.0 0.000 0.120 -44.257 1.429 9.2 -8.2 -0.0 0.000 0.120 -42.304 1.667 9.2 -8.2 -0.0 0.000 0.120 -40.348 1.905 9.2 -8.2 -0.0 0.000 0.120 -38.390 2.144 9.2 -8.2 -0.0 0.000 0.120 -36.429 2.382 9.2 -8.2 -0.0 0.000 0.120 -34.467 2:SEISMIC 1 0.000 4.0 -7.1 -2.5 -1.350 5.926 -42.379 0.238 4.0 -7.1 -2.5 -1.350 5.334 -40.691 0.476 4.0 -7.1 -2.5 -1.350 4.742 -39.003 0.715 4.0 -7.1 -2.5 -1.350 4.150 -37.315 0.953 4.0 -7.1 -2.5 -1.350 3.558 -35.627 1.191 4.0 -7.1 -2.5 -1.350 2.966 -33.940 1.429 4.0 -7.1 -2.5 -1.350 2.374 -32.252 1.667 4.0 -7.1 -2.5 -1.350 1.782 -30.564 1.905 4.0 -7.1 -2.5 -1.350 1.190 -28.876 2.144 4.0 -7.1 -2.5 -1.350 0.599 -27.188 2.382 4.0 -7.1 -2.5 -1.350 0.007 -25.501 3:SEISMIC 2 0.000 2.0 -3.5 0.6 -0.909 4.140 -29.608 0.238 2.0 -3.5 0.6 -0.909 4.280 -28.764 0.476 2.0 -3.5 0.6 -0.909 4.420 -27.920 0.715 2.0 -3.5 0.6 -0.909 4.560 -27.076 0.953 2.0 -3.5 0.6 -0.909 4.700 -26.232 1.191 2.0 -3.5 0.6 -0.909 4.839 -25.388 1.429 2.0 -3.5 0.6 -0.909 4.979 -24.544 1.667 2.0 -3.5 0.6 -0.909 5.119 -23.699 1.905 2.0 -3.5 0.6 -0.909 5.259 -22.855 2.144 2.0 -3.5 0.6 -0.909 5.398 -22.011 2.382 2.0 _ -3.5 0.6 -0.909 5.538 -21.167 4:SEISMIC 3 0.000 -1.1 0.9 3.3 0.059 0.008 -1.223 0.238 -1.1 0.9 3.3 0.059 0.805 -1.437 0.476 -1.1 0.9 3.3 0.059 1.601 -1.651 0.715 -1.1 0.9 3.3 0.059 2.398 -1.866 0.953 -1.1 0.9 3.3 0.059 3.194 -2.080 1.191 -1.1 0.9 3.3 0.059 3.991 -2.295 1.429 -1.1 0.9 3.3 0.059 4.787 -2.509 1.667 -1.1 0.9 3.3 0.059 5.584 -2.723 1.905 -1.1 0.9 3.3 0.059 6.380 -2.938 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 22 of 49 vvitnout surrening cyiinaer tvaa) Job No Sheet No Rev 409421 23 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Date/Time 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip ft) 2.144 -1.1 0.9 3.3 0.059 7.177 -3.152 2.382 -1.1 0.9 3.3 _ 0.059 7.973 -3.367 5:SEISMIC 4 0.000 -3.9 6.5 4.1 0.993 -4.127 31.972 0.238 -3.9 6.5 4.1 0.993 -3.153 30.432 0.476 -3.9 6.5 4.1 0.993 -2.179 28.892 0.715 -3.9 6.5 4.1 0.993 -1.205 27.352 0.953 -3.9 6.5 4.1 0.993 -0.231 25.811 1.191 -3.9 6.5 4.1 0.993 0.743 24.271 1.429 -3.9 6.5 4.1 0.993 1.717 22.731 1.667 -3.9 6.5 4.1 0.993 2.691 21.191 1.905 -3.9 6.5 4.1 0.993 3.666 19.650 2.144 -3.9 6.5 4.1 0.993 4.640 18.110 2.382 -3.9 6.5 4.1 0.993 5.614 16.570 6:SEISMIC 5 0.000 -3.6 7.1 2.8 1.350 -6.585 42.380 0.238 -3.6 7.1 2.8 1.350 -5.921 40.692 0.476 -3.6 7.1 2.8 1.350 -5.258 39.004 0.715 -3.6 7.1 2.8 1.350 -4.595 37.316 0.953 -3.6 7.1 2.8 1.350 -3.931 35.628 1.191 -3.6 7.1 2.8 1.350 -3.268 33.941 1.429 -3.6 7.1 2.8 1.350 -2.605 32.253 1.667 -3.6 7.1 2.8 1.350 -1.941 30.565 1.905 -3.6 7.1 2.8 1.350 -1.278 28.877 2.144 -3.6 7.1 2.8 1.350 -0.615 27.190 2.382 -3.6 7.1 2.8 1.350 0.049 25.502 103 1:DEAD 0.000 9.1 -16.5 -0.1 0.008 0.120 -34.468 0.337 9.1 -16.5 -0.1 0.008 0.079 -28.912 0.674 9.1 -16.5 -0.1 0.008 0.038 -23.351 1.010 9.1 -16.5 -0.1 0.008 -0.003 -17.786 1.347 9.1 -16.5 -0.1 0.008 -0.044 -12.216 1.684 9.1 -16.6 -0.1 0.008 -0.085 -6.642 2.021 9.1 -16.6 -0.1 0.008 -0.126 -1.063 2.358 9.1 -16.6 -0.1 0.008 -0.167 4.521 2.695 9.1 -16.6 -0.1 0.008 -0.208 10.109 3.031 9.1 -16.6 -0.1 0.008 -0.248 15.701 3.368 9.1 -16.6 -0.1 0.008 -0.289 21.298 2:SEISMIC 1 0.000 9.5 -13.2 0.3 0.005 0.007 -28.180 0.337 9.5 -13.2 0.3 0.005 0.121 -23.732 0.674 9.5 -13.2 0.3 0.005 0.235 -19.284 1.010 9.5 -13.2 0.3 0.005 0.349 -14.836 1.347 9.5 -13.2 0.3 0.005 0.463 -10.388 1.684 9.5 -13.2 0.3 0.005 0.577 -5.940 2.021 9.5 -13.2 0.3 0.005 0.691 -1.492 2.358 9.5 -13.2 0.3 0.005 0.805 2.957 2.695 9.5 -13.2 0.3 0.005 0.919 7.405 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 23of49 vvitriout snrrening cyiinaer waa) Job No Sheet No Rev 409421 24 Part Software licensed to CH2M HILL Job rue Durham Pearl 2000 support frame Ref BY T.Petty DatE14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Date/Tme 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My M2 (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 3.031 9.5 -13.2 0.3 0.005 1.033 11.853 3.368 9.5 -13.2 0.3 0.005 1.147 16,301 3:SEISMIC 2 0.000 -0.4 ' -5.7 -1.7 -0.010 5.538 -22.034 0.337 s -0.4 -5.7 -1.7 -0.010 4.956 -20.128 0.674 -0.4 -5.7 -1.7 -0.010 4.374 -18.221 1.010 -0.4 -5.7 -1.7 -0.010 3.791 -16.315 1.347 -0.4 -5.7 -1.7 -0.010 3.209 -14.408 1.684 -0.4 -5.7 -1.7 -0.010 2.627 -12.502 2.021 -0.4 -5.7 - -1.7 -0.010 2.044 -10.596 2.358 -0.4 -5.7 -1.7 -0.010 1.462 -8.689 2.695 -0.4 -5.7 -1.7 -0.010 0.880 -6.783 3.031 -0.4 -5.7 -1.7 -0.010 0.298 -4.876 3.368 -0.4 -5.7 -1.7 -0.010 -0.285 -2.970 4:SEISMIC 3 0.000 -10.0 5.5 -2.8 -0.020 7.973 -1.919 0.337 -10.0 5.5 -2.8 -0.020 7.018 -3.773 0.674 -10.0 5.5 -2.8 -0.020 6.062 -5.627 1.010 -10.0 5.5 -2.8 -0.020 5.107 -7.480 1.347 -10.0 5.5 -2.8 -0.020 4.151 -9.334 1.684 -10.0 5.5 -2.8 -0.020 3.196 -11.188 2.021 -10.0 5.5 -2.8 -0.020 2.241 -13.042 2.358 -10.0 5.5 -2.8 -0.020 1.285 -14.896 2.695 -10.0 5.5 -2.8 -0.020 0.330 -16.750 3.031 -10.0 5.5 -2.8 -0.020 -0.626 -18.604 3.368 -10.0 5.5 -2.8 -0.020 -1.581 -20.458 5:SEISMIC 4 0.000 -13.9 13.6 -2.2 -0.016 5.614 19.471 0.337 -13.9 13.6 -2.2 -0.016 4.859 14.880 0.674 -13.9 13.6 -2.2 -0.016 4.105 10.288 1.010 -13.9 13.6 -2.2 -0.016 3.351 5.697 1.347 -13.9 13.6 -2.2 -0.016 2.596 1.105 1.684 -13.9 13.6 -2.2 -0.016 1.842 -3.487 2.021 -13.9 13.6 -2.2 -0.016 1.087 -8.078 2.358 -13.9 13.6 -2.2 -0.016 0.333 -12.670 2.695 -13.9 13.6 -2.2 -0.016 -0.421 -17.261 3.031 -13.9 13.6 -2.2 -0.016 -1.176 -21.853 3.368 -13.9 13.6 _ -2.2 -0.016 -1.930 -26.445 6:SEISMIC 5 0.000 -9.8 13.2 -0.4 -0.005 0.049 28.177 0.337 -9.8 13.2 -0.4 -0.005 -0.089 23.730 0.674 -9.8 13.2 -0.4 -0.005 -0.226 19.282 1.010 -9.8 13.2 -0.4 -0.005 -0.364 14.835 1.347 -9.8 13.2 -0.4 -0.005 -0.502 10.388 1.684 -9.8 13.2 -0.4 -0.005 -0.639 5.940 2.021 -9.8 13.2 -0.4 -0.005 -0.777 1.493 2.358 -9.8 13.2 -0.4 -0.005 -0.915 -2.954 2.695 -9.8 13.2 -0.4 -0.005 -1.052 -7.402 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 24 of 49 vvimout surrening cyiinoer woad Job No Sheet No Rev riraPA _. 409421 25 Software licensed to CH2M HILL Part Job Tale Durham Pearl 2000 support frame Ref By T.Petty °atc14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std DateTme 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 3.031 -9.8 13.2 -0.4 -0.005 -1.190 -11.849 3.368 -9.8 13.2 -0.4 -0.005 -1.328 -16.296 200 1:DEAD 0.000 9.1 16.6 -0.1 0.008 0.289 21.299 0.337 9.1 16.6 -0.1 0.008 0.248 15.702 0.674 9.1 16.6 -0.1 0.008 0.208 10.109 1.010 9.1 16.6 -0.1 0.008 0.167 4.521 1.347 9.1 16.6 -0.1 0.008 0.126 -1.063 1.684 9.1 16.6 -0.1 0.008 0.085 -6.642 2.021 9.1 16.5 -0.1 0.008 0.044 -12.217 2.358 9.1 16.5 -0.1 0.008 0.003 -17.787 2.695 9.1 16.5 -0.1 0.008 -0.038 -23.352 3.031 9.1 16.5 -0.1 0.008 -0.079 -28.913 3.368 9.1 16.5 -0.1 0.008 -0.120 -34.470 2:SEISMIC 1 0.000 -10.2 -13.3 -0.7 -0.001 1.515 -17.030 0.337 -10.2 -13.3 -0.7 -0.001 1.283 -12.539 0.674 -10.2 -13.3 -0.7 -0.001 1.052 -8.048 1.010 -10.2 -13.3 -0.7 -0.001 0.820 -3.558 1.347 -10.2 -13.3 -0.7 -0.001 0.588 0.933 1.684 -10.2 -13.3 -0.7 -0.001 0.357 5.423 2.021 -10.2 -13.3 -0.7 -0.001 0.125 9.914 2.358 -10.2 -13.3 -0.7 -0.001 -0.106 14.405 2.695 -10.2 -13.3 -0.7 -0.001 -0.338 18.895 3.031 -10.2 -13.3 -0.7 -0.001 -0.569 23.386 3.368 -10.2 _ -13.3 -0.7 _ -0.001 -0.801 27.876 3:SEISMIC 2 0.000 1.1 -4.3 1.2 0.015 0.281 6.179 0.337 1.1 -4.3 1.2 0.015 0.696 7.635 0.674 1.1 -4.3 1.2 0.015 1.111 9.091 1.010 1.1 -4.3 1.2 0.015 1.526 10.547 1.347 1.1 -4.3 1.2 0.015 1.941 12.003 1.684 1.1 -4.3 1.2 0.015 2.356 13.459 2.021 1.1 -4.3 1.2 0.015 _ 2.771 14.915 2.358 1.1 -4.3 1.2 0.015 3.186 16.371 2.695 1.1 -4.3 1.2 0.015 3.602 17.827 3.031 1.1 -4.3 1.2 0.015 4.017 19.282 3.368 1.1 -4.3 1.2 0.015 4.432 20.738 4:SEISMIC 3 0.000 12.2 7.5 2.4 0.020 -1.087 26.891 0.337 12.2 7.5 2.4 0.020 -0.268 24.364 0.674 12.2 7.5 2.4 0.020 0.551 21.838 1.010 12.2 7.5 2.4 0.020 1.369 19.311 1.347 12.2 7.5 2.4 0.020 2.188 16.784 1.684 12.2 7.5 2.4 0.020 3.007 14.257 2.021 12.2 7.5 2.4 0.020 3.826 11.730 2.358 12.2 7.5 2.4 0.020 4.645 9.203 2.695 12.2 7.5 2.4 0.020 5.464 6.676 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 25 of 49 vvitnout surrenmg cynnoer kvoa) Flo-. Job No Sheet No Rev 409421 26 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Datc14-Feb-12 Cnd Client Durham WWTP(CWS) File Support frame v5.std Date/Time 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip"ft) (kip ft) (kip ft) 3.031 12.2 7.5 2.4 0.020 6.283 4.149 3.368 12.2 7.5 2.4 0.020 7.102 1.623 5:SEISMIC 4 � 0.000 15.5 14.2 2.2 0.015 -1.783 30.508 0.337 15.5 14.2 2.2 0.015 -1.058 25.709 0.674 15.5 14.2 2.2 0.015 -0.334 20.910 1.010 15.5 14.2 2.2 0.015 0.391 16.110 1.347 15.5 14.2 2.2 0.015 1.116 11.311 1.684 15.5 14.2 2.2 0.015 1.841 6.512 2.021 15.5 14.2 2.2 0.015 2.565 1.712 2.358 15.5 14.2 2.2 0.015 3.290 -3.087 2.695 15.5 14.2 2.2 0.015 4.015 -7.886 3.031 15.5 14.2 2.2 0.015 4.739 -12.686 3.368 15.5 14.2 2.2 0.015 5.464 -17.485 6:SEISMIC 5 0.000 10.5 13.3 0.7 0.004 -1.653 17.030 0.337 10.5 13.3 0.7 0.004 -1.404 12.539 0.674 10.5 13.3 0.7 0.004 -1.155 8.048 1.010 10.5 13.3 0.7 0.004 -0.906 3.557 1.347 10.5 13.3 0.7 0.004 -0.656 -0.935 1.684 10.5 13.3 0.7 0.004 -0.407 -5.426 2.021 10.5 13.3 0.7 0.004 -0.158 -9.917 2.358 10.5 13.3 0.7 0.004 0.091 -14.408 2.695 10.5 13.3 0.7 0.004 0.340 -18.899 3.031 10.5 13.3 0.7 0.004 0.590 -23.390 _ 3.368 10.5 13.3 0.7 0.004 0.839 -27.881 201 1:DEAD 0.000 9.2 8.2 -0.0 -0.000 -0.120 -34.468 0.238 9.2 8.2 -0.0 -0.000 -0.120 -36.430 0.476 9.2 8.2 -0.0 -0.000 -0.120 -38.390 0.715 9.2 8.2 -0.0 -0.000 -0.120 -40.349 0.953 9.2 8.2 -0.0 -0.000 -0.120 -42.304 1.191 9.2 8.2 -0.0 -0.000 -0.120 -44.258 1.429 9.2 8.2 -0.0 -0.000 -0.120 -46.209 1.667 9.2 8.2 -0.0 -0.000 -0.120 -48.158 1.905 9.2 8.2 -0.0 -0.000 -0.120 -50.105 2.144 9.2 8.2 -0.0 -0.000 -0.120 -52.049 2.382 9.2 8.2 -0.0 -0.000 -0.120 -53.992 2:SEISMIC 1 0.000 -4.0 -7.2 2.8 1.350 -0.801 25.200 0.238 -4.0 -7.2 2.8 1.350 -0.131 26.918 0.476 -4.0 -7.2 2.8 1.350 0.540 28.636 0.715 -4.0 -7.2 2.8 1.350 1.210 30.354 0.953 -4.0 -7.2 2.8 1.350 1.881 32.072 1.191 -4.0 -7.2 2.8 1.350 2.551 33.790 1.429 -4.0 -7.2 2.8 1.350 3.221 35.508 1.667 -4.0 -7.2 2.8 1.350 3.892 37.226 1.905 -4.0 -7.2 2.8 1.350 4.562 38.944 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 26 of 49 vvitnout stirrening cynnaer (voa) " Job No S,leet No Rev 409421 27 Air Part Software licensed to CH2M HILL Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Date;Time 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.144 -4.0 -7.2 2.8 1.350 5.233 40.662 2.382 -4.0 -7.2 2.8 1.350 5.903 42.380 3:SEISMIC 2 0.000 -0.2 -4.3 -0.1 0.906 4.432 19.879 0.238 -0.2 -4.3 -0.1 0.906 4.400 20.895 0.476 -0.2 -4.3 -0.1 0.906 4.369 21.912 0.715 -0.2 -4.3 -0.1 0.906 4.337 22.928 0.953 -0.2 -4.3 -0.1 0.906 4.306 23.945 1.191 -0.2 -4.3 -0.1 0.906 4.275 24.961 1.429 -0.2 -4.3 -0.1 0.906 4.243 25.978 1.667 -0.2 -4.3 -0.1 0.906 4.212 26.994 1.905 -0.2 -4.3 -0.1 0.906 4.181 28.011 2.144 -0.2 -4.3 -0.1 0.906 4.149 29.027 2.382 -0.2 -4.3 -0.1 0.906 4.118 30.044 4:SEISMIC 3 0.000 4.1 3.0 -3.0 -0.060 7.102 3.073 0.238 4.1 3.0 -3.0 -0.060 6.391 2.369 0.476 4.1 3.0 -3.0 -0.060 5.680 1.666 0.715 4.1 3.0 -3.0 -0.060 4.969 0.962 0.953 4.1 3.0 -3.0 -0.060 4.258 0.259 1.191 4.1 3.0 -3.0 -0.060 3.547 -0.445 1.429 4.1 3.0 -3.0 -0.060 2.836 -1.148 1.667 4.1 3.0 -3.0 -0.060 2.125 -1.852 1.905 4.1 3.0 -3.0 -0.060 1.414 -2.555 2.144 4.1 3.0 -3.0 -0.060 0.703 -3.259 2.382 4.1 3.0 -3.0 -0.060 -0.008 -3.962 5:SEISMIC 4 0.000 5.6 7.1 -4.0 -0.992 5.464 -14.578 0.238 5.6 7.1 -4.0 -0.992 4.505 -16.274 0.476 5.6 7.1 -4.0 -0.992 3.545 -17.970 0.715 5.6 7.1 -4.0 -0.992 2.585 -19.666 0.953 5.6 7.1 -4.0 -0.992 1.626 -21.362 1.191 5.6 7.1 -4.0 -0.992 0.666 -23.058 1.429 5.6 7.1 -4.0 -0.992 -0.293 -24.754 1.667 5.6 7.1 -4.0 -0.992 -1.253 -26.450 1.905 5.6 7.1 -4.0 -0.992 -2.212 -28.146 2.144 5.6 7.1 -4.0 -0.992 -3.172 -29.842 2.382 5.6 7.1 -4.0 -0.992 -4.131 -31.538 6:SEISMIC 5 0.000 3.6 7.2 -3.1 -1.350 0.839 -25.200 0.238 3.6 7.2 -3.1 -1.350 0.097 -26.918 0.476 3.6 7.2 -3.1 -1.350 -0.645 -28.636 0.715 3.6 7.2 -3.1 -1.350 -1.387 -30.354 0.953 3.6 7.2 -3.1 -1.350 -2.129 -32.072 1.191 3.6 7.2 -3.1 -1.350 -2.870 -33.790 1.429 3.6 7.2 -3.1 -1.350 -3.612 -35.508 1.667 3.6 7.2 -3.1 -1.350 -4.354 -37.226 1.905 3.6 7.2 -3.1 -1.350 -5.096 -38.944 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 27 of 40 vvitnout stirrening eyilnaer woad Job No Sheet No Rev 409421 28 Ao 1 0 Part Software licensed to CH2M HILL Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Date/Time 01-Mar-2012 14:30 ■ Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.144 3.6 7.2 -3.1 -1.350 -5.838 -40.662 2.382 3.6 7.2 -3.1 -1.350 -6.580 -42.380 202 1:DEAD 0.000 9.2 -8.1 -0.0 -0.000 -0.120 -53.992 0.238 9.2 -8.2 -0.0 -0.000 -0.120 -52.049 0.476 9.2 -8.2 -0.0 -0.000 -0.120 -50.105 0.715 9.2 -8.2 -0.0 -0.000 -0.120 -48.158 0.953 9.2 -8.2 -0.0 -0.000 -0.120 -46.209 1.191 9.2 -8.2 -0.0 -0.000 -0.120 -44.258 1.429 9.2 -8.2 -0.0 -0.000 -0.120 -42.304 1.667 9.2 -8.2 -0.0 -0.000 -0.120 -40.349 1.905 9.2 -8.2 -0.0 -0.000 -0.120 -38.390 2.144 9.2 -8.2 -0.0 -0.000 -0.120 -36.430 2.382 9.2 -8.2 -0.0 -0.000 i -0.120 -34.468 2:SEISMIC 1 0.000 -4.0 7.1 -2.5 -1.350 5.903 42.380 0.238 -4.0 7.1 -2.5 -1.350 5.311 40.692 0.476 -4.0 7.1 -2.5 -1.350 4.719 39.004 0.715 -4.0 7.1 -2.5 -1.350 4.127 37.316 0.953 -4.0 7.1 -2.5 -1.350 3.535 35.629 1.191 -4.0 7.1 -2.5 -1.350 2.944 33.941 1.429 -4.0 7.1 -2.5 -1.350 2.352 32.253 1.667 -4.0 7.1 -2.5 -1.350 1.760 30.565 1.905 -4.0 7.1 -2.5 -1.350 1.168 28.877 2.144 -4.0 7.1 -2.5 -1.350 0.576 27.190 2.382 -4.0 7.1 -2.5 -1.350 -0.016 25.502 3:SEISMIC 2 0.000 -3.9 6.4 -3.8 -0.994 4.118 31.944 0.238 -3.9 6.4 -3.8 -0.994 3.205 30.412 0.476 -3.9 6.4 -3.8 -0.994 2.293 28.880 0.715 -3.9 6.4 -3.8 -0.994 1.380 27.348 0.953 -3.9 6.4 -3.8 -0.994 0.467 25.816 1.191 -3.9 6.4 -3.8 -0.994 -0.445 24.284 1.429 -3.9 6.4 -3.8 -0.994 -1.358 22.753 1.667 -3.9 6.4 -3.8 -0.994 -2.270 21.221 1.905 -3.9 6.4 -3.8 -0.994 -3.183 19.689 2.144 -3.9 6.4 -3.8 -0.994 -4.095 18.157 2.382 -3.9 6.4 -3.8 -0.994 -5.008 16.625 4:SEISMIC 3 0.000 -1.2 0.9 -3.0 -0.060 -0.008 -1.262 0.238 -1.2 0.9 -3.0 -0.060 -0.719 -1.465 0.476 -1.2 0.9 -3.0 -0.060 -1.430 -1.669 0.715 -1.2 0.9 -3.0 -0.060 -2.141 -1.872 0.953 -1.2 0.9 -3.0 -0.060 -2.852 -2.075 1.191 -1.2 0.9 -3.0 -0.060 -3.563 -2.279 1.429 -1.2 0.9 -3.0 -0.060 -4.274 -2.482 1.667 -1.2 0.9 -3.0 -0.060 -4.985 -2.685 1.905 -1.2 0.9 -3.0 -0.060 -5.696 -2.889 PrintTme/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 28 of 49 vvitnout surrening cyilnaer t,voa) Job No Sheet No Rev A , _ 409421 29 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref BY T.Petty DatC14-Feb-12 Cnd Crept Durham WWTP(CWS) 1 File Support frame v5.std Date/Time 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam r L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.144 -1.2 0.9 -3.0 -0.060 -6.407 -3.092 2.382 -1.2 0.9 -3.0 -0.060 -7.118 -3.295 5:SEISMIC 4 0.000 1.9 -3.6 -0.3 0.908 -4.131 -29.638 0.238 1.9 -3.6 -0.3 0.908 -4.210 -28.785 0.476 1.9 -3.6 -0.3 0.908 -4.288 -27.933 0.715 1.9 -3.6 -0.3 0.908 -4.366 -27.080 0.953 1.9 -3.6 -0.3 0.908 -4.445 -26.228 1.191 1.9 -3.6 -0.3 0.908 -4.523 -25.375 1.429 1.9 -3.6 -0.3 0.908 -4.601 -24.523 1.667 1.9 -3.6 -0.3 0.908 -4.680 -23.670 1.905 1.9 -3.6 -0.3 0.908 -4.758 -22.818 2.144 1.9 -3.6 -0.3 0.908 -4.836 -21.965 2.382 1.9 -3.6 -0.3 0.908 -4.915 -21.113 6:SEISMIC 5 0.000 3.6 -7.1 2.8 1.350 -6.580 -42.380 0.238 3.6 -7.1 2.8 1.350 -5.916 -40.692 0.476 3.6 -7.1 2.8 1.350 -5.253 -39.004 0.715 3.6 -7.1 2.8 1.350 -4.590 -37.316 0.953 3.6 -7.1 2.8 1.350 -3.926 -35.628 1.191 3.6 -7.1 2.8 1.350 -3.263 -33.941 1.429 3.6 -7.1 2.8 1.350 -2.600 -32.253 1.667 3.6 -7.1 2.8 1.350 -1.936 -30.565 1.905 3.6 -7.1 2.8 1.350 -1.273 -28.877 2.144 3.6 -7.1 2.8 1.350 -0.610 -27.190 2.382 3.6 -7.1 2.8 1.350 0.054 -25.502 203 1:DEAD 0.000 9.1 -16.5 0.1 -0.008 -0.120 -34.470 0.337 9.1 -16.5 0.1 -0.008 -0.079 -28.913 0.674 9.1 -16.5 0.1 -0.008 -0.038 -23.352 1.010 9.1 -16.5 0.1 -0.008 0.003 -17.787 1.347 9.1 -16.5 0.1 -0.008 0.044 -12.217 1.684 9.1 -16.6 0.1 -0.008 0.085 -6.642 2.021 9.1 -16.6 0.1 -0.008 0.126 -1.063 2.358 9.1 -16.6 0.1 -0.008 0.167 4.521 2.695 9.1 -16.6 0.1 -0.008 0.208 10.109 3.031 9.1 -16.6 0.1 -0.008 0.248 15.702 3.368 9.1 -16.6 0.1 -0.008 0.289 21.299 2:SEISMIC 1 0.000 -9.5 13.2 0.4 -0.000 -0.016 28.178 0.337 -9.5 13.2 0.4 -0.000 0.106 23.730 0.674 -9.5 13.2 0.4 -0.000 0.227 19.282 1.010 -9.5 13.2 0.4 -0.000 0.349 14.834 1.347 -9.5 13.2 0.4 -0.000 0.471 10.386 1.684 -9.5 13.2 0.4 -0.000 0.592 5.938 2.021 -9.5 13.2 0.4 -0.000 0.714 1.490 2.358 -9.5 13.2 0.4 -0.000 0.836 -2.957 2.695 -9.5 13.2 0.4 -0.000 0.957 -7.405 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 29 of 49 vvitnout stiffening cyiinaer woad Frow•-. Job No Sheet No Rev 409421 30 Software licensed to CH2M HILL Part Job title Durham Pearl 2000 support frame Ref By T.Petty Date-14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Date/Time 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip ft) 3.031 -9.5 13.2 0.4 -0.000 1.079 -11.853 3.368 -9.5 13.2 0.4 -0.000 1.201 -16.301 3:SEISMIC 2 0.000 -13.4 13.6 2.0 0.013 -5.008 19.529 0.337 -13.4 13.6 2.0 0.013 -4.344 14.962 0.674 -13.4 13.6 2.0 0.013 -3.681 10.395 1.010 -13.4 13.6 2.0 0.013 -3.017 5.827 1.347 -13.4 13.6 2.0 0.013 -2.354 1.260 1.684 -13.4 13.6 2.0 0.013 -1.690 -3.307 2.021 -13.4 13.6 2.0 0.013 -1.027 -7.874 2.358 -13.4 13.6 2.0 0.013 -0.363 -12.441 2.695 -13.4 13.6 2.0 0.013 0.300 -17.008 3.031 -13.4 13.6 2.0 0.013 0.964 -21.576 3.368 -13.4 13.6 2.0 0.013 1.628 -26.143 4:SEISMIC 3 0.000 -9.2 5.4 2.4 0.019 -7.118 -1.845 0.337 -9.2 5.4 2.4 0.019 -6.294 -3.665 0.674 -9.2 5.4 2.4 0.019 -5.469 -5.485 1.010 -9.2 5.4 2.4 0.019 -4.645 -7.305 1.347 -9.2 5.4 2.4 0.019 -3.820 -9.125 1.684 -9.2 5.4 2.4 0.019 -2.996 -10.945 2.021 -9.2 5.4 2.4 0.019 -2.171 -12.765 2.358 -9.2 5.4 2.4 0.019 -1.347 -14.585 2.695 -9.2 5.4 2.4 0.019 -0.522 -16.405 3.031 -9.2 5.4 2.4 0.019 0.302 -18.225 3.368 -9.2 5.4 2.4 0.019 1.127 -20.044 5:SEISMIC 4 0.000 0.2 -5.7 1.4 0.012 -4.915 -21.979 0.337 0.2 -5.7 1.4 0.012 -4.429 -20.048 0.674 0.2 -5.7 1.4 0.012 -3.944 -18.116 1.010 0.2 -5.7 1.4 0.012 -3.459 -16.185 1.347 0.2 -5.7 1.4 0.012 -2.973 -14.253 1.684 0.2 -5.7 1.4 0.012 -2.488 -12.322 2.021 0.2 -5.7 1.4 0.012 -2.002 -10.390 2.358 0.2 -5.7 1.4 0.012 -1.517 -8.459 2.695 0.2 -5.7 1.4 0.012 -1.032 -6.528 3.031 0.2 -5.7 1.4 0.012 -0.546 -4.596 3.368 0.2 -5.7 1.4 0.012 -0.061 -2.665 6:SEISMIC 5 0.000 9.8 -13.2 -0.4 -0.004 0.054 -28.183 0.337 9.8 -13.2 -0.4 -0.004 -0.086 -23.734 0.674 9.8 -13.2 -0.4 -0.004 -0.225 -19.286 1.010 9.8 -13.2 -0.4 -0.004 -0.364 -14.837 1.347 9.8 -13.2 -0.4 -0.004 -0.503 -10.389 1.684 9.8 -13.2 -0.4 -0.004 -0.643 -5.941 2.021 9.8 -13.2 -0.4 -0.004 -0.782 -1.492 2.358 9.8 -13.2 -0.4 -0.004 -0.921 2.956 2.695 9.8 -13.2 -0.4 -0.004 -1.061 7.405 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 30 of 49 vvitnout stirrening cyiinaer waa) Job No Sheet No Rev 409421 31 A Part Software licensed to CH2M HILL Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) F11e Support frame v5.std Date/Time 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 3.031 9.8 -13.2 -0.4 -0.004 -1.200 11.853 3.368 9.8 -13.2 -0.4 -0.004 -1.339 16.301 300 1:DEAD 0.000 12.5 16.4 -0.1 0.009 0.289 29.314 0.337 12.5 16.4 -0.1 0.009 0.248 . 23.795 0.674 12.5 16.4 -0.1 0.009 0.208 18.281 1.010 12.5 16.4 -0.1 0.009 0.167 12.771 1.347 12.5 16.3 -0.1 0.009 0.126 , 7.266 1.684 12.5 16.3 -0.1 0.009 0.085 I 1.765 2.021 12.5 16.3 -0.1 0.009 0.044 -3.730 2.358 12.5 16.3 -0.1 0.009 0.003 -9.222 2.695 12.5 16.3 -0.1 0.009 -0.038 -14.709 3.031 12.5 16.3 -0.1 0.009 -0.079 -20.191 _ 3.368 12.5 16.3 -0.1 0.009 -0.120 -25.669 2:SEISMIC 1 0.000 13.5 7.7 2.8 0.017 -1.498 29.466 0.337 13.5 7.7 2.8 0.017 -0.556 26.874 0.674 13.5 7.7 2.8 0.017 0.387 24.281 1.010 13.5 7.7 2.8 0.017 1.329 21.689 1.347 13.5 7.7 2.8 0.017 2.271 19.096 1.684 13.5 7.7 2.8 0.017 3.213 16.504 2.021 13.5 7.7 2.8 0.017 4.156 13.912 2.358 13.5 7.7 2.8 0.017 5.098 11.319 2.695 13.5 7.7 2.8 0.017 6.040 8.727 3.031 13.5 7.7 2.8 0.017 6.982 6.134 _ 3.368 13.5 7.7 2.8 0.017 7.924 3.542 3:SEISMIC 2 0.000 18.3 14.2 2.5 0.018 -2.086 36.713 0.337 18.3 14.2 2.5 0.018 -1.253 31.916 0.674 18.3 14.2 2.5 0.018 -0.421 27.119 1.010 18.3 14.2 2.5 0.018 0.412 22.322 1.347 18.3 14.2 2.5 0.018 1.245 17.525 1.684 18.3 14.2 2.5 0.018 2.078 12.728 2.021 18.3 14.2 2.5 0.018 2.911 7.931 2.358 18.3 14.2 2.5 0.018 3.744 3.134 2.695 18.3 14.2 2.5 0.018 4.577 -1.663 3.031 18.3 14.2 2.5 0.018 5.410 -6.460 3.368 18.3 14.2 2.5 0.018 6.243 -11.257 4:SEISMIC 3 0.000 12.8 13.1 0.8 0.009 -1.506 23.375 0.337 12.8 13.1 0.8 0.009 -1.249 18.959 0.674 12.8 13.1 0.8 0.009 -0.993 14.543 1.010 12.8 13.1 0.8 0.009 -0.736 10.127 1.347 12.8 13.1 0.8 0.009 -0.480 5.711 1.684 12.8 13.1 0.8 0.009 -0.223 1.296 2.021 12.8 13.1 0.8 0.009 0.033 -3.120 2.358 12.8 13.1 0.8 0.009 0.290 -7.536 2.695 12.8 13.1 0.8 0.009 0.546 -11.952 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 3t of 49 vvitnout surrening cyilnuer (VDa) Job No Sheet No Rev A 409421 32 ■ Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date-14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Date/Time 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip ft) (kip-ft) (kip-ft) 3.031 12.8 13.1 0.8 0.009 0.803 -16.368 3.368 12.8 13.1 0.8 0.009 1.059 -20.784 5:SEISMIC 4 0.000 0.7 5.5 -1.4 -0.006 -0.014 -1.494 0.337 0.7 5.5 -1.4 -0.006 -0.487 -3.346 0.674 0.7 5.5 -1.4 -0.006 -0.961 -5.198 1.010 0.7 5.5 -1.4 -0.006 -1.434 -7.050 1.347 0.7 5.5 -1.4 -0.006 -1.908 -8.902 1.684 0.7 5.5 -1.4 -0.006 -2.381 -10.754 2.021 0.7 5.5 -1.4 -0.006 -2.855 -12.606 2.358 0.7 5.5 -1.4 -0.006 -3.328 -14.458 2.695 0.7 5.5 -1.4 -0.006 -3.802 -16.310 3.031 0.7 5.5 -1.4 -0.006 -4.276 -18.162 3.368 0.7 5.5 -1.4 -0.006 -4.749 -20.015 6:SEISMIC 5 0.000 -13.2 -6.1 -3.1 -0.020 1.684 -28.450 0.337 -13.2 -6.1 -3.1 -0.020 0.636 -26.383 0.674 -13.2 -6.1 -3.1 -0.020 -0.411 -24.316 1.010 -13.2 -6.1 -3.1 -0.020 -1.458 -22.249 1.347 -13.2 -6.1 -3.1 -0.020 -2.505 -20.182 1.684 -13.2 -6.1 -3.1 -0.020 -3.552 -18.115 2.021 -13.2 -6.1 -3.1 -0.020 -4.599 -16.047 2.358 -13.2 -6.1 -3.1 -0.020 -5.646 -13.980 2.695 -13.2 -6.1 -3.1 -0.020 -6.693 -11.913 3.031 -13.2 -6.1 -3.1 -0.020 -7.741 -9.846 3.368 -13.2 -6.1 -3.1 -0.020 -8.788 -7.779 301 1:DEAD 0.000 12.6 8.0 0.0 -0.001 -0.120 -25.653 0.255 12.6 8.0 0.0 -0.001 -0.120 -27.692 0.510 12.6 8.0 0.0 -0.001 -0.120 -29.729 0.765 12.6 8.0 0.0 -0.001 -0.120 -31.763 1.019 12.6 8.0 0.0 -0.001 -0.120 -33.795 1.274 12.6 8.0 0.0 -0.001 -0.120 -35.824 1.529 12.6 7.9 0.0 -0.001 -0.120 -37.850 1.784 12.6 7.9 0.0 -0.001 -0.120 -39.874 2.039 12.6 7.9 0.0 -0.001 -0.120 -41.895 2.294 12.6 7.9 0.0 -0.001 -0.120 -43.914 2.548 12.6 7.9 0.0 -0.001 -0.120 -45.930 2:SEISMIC 1 0.000 4.7 3.1 -3.3 -0.072 7.924 5.008 0.255 4.7 3.1 -3.3 -0.072 7.075 4.215 0.510 4.7 3.1 -3.3 -0.072 6.226 3.421 0.765 4.7 3.1 -3.3 -0.072 5.377 2.627 1.019 4.7 3.1 -3.3 -0.072 4.528 1.833 1.274 4.7 3.1 -3.3 -0.072 3.679 1.039 1.529 4.7 3.1 -3.3 -0.072 2.830 0.245 1.784 4.7 3.1 -3.3 -0.072 1.981 -0.548 2.039 4.7 3.1 -3.3 -0.072 1.132 -1.342 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print FR._.,-32 0'49 vvltnUU1 stirrening cylinaer VOa) Fiji. Job No Sheet No Rev 409421 33 Part Software licensed to CH2M HILL Job Title Durham Pearl 2000 support frame Ref 0Y T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Da1e!Tlne 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.294 4.7 3.1 -3.3 -0.072 0.282 -2.136 2.548 4.7 3.1 -3.3 -0.072 -0.567 -2.930 3:SEISMIC 2 ' 0.000 7.9 7.1 -4.2 -0.935 6.243 -8.399 0.255 7.9 7.1 -4.2 -0.935 5.164 -10.210 0.510 i 7.9 7.1 -4.2 -0.935 4.085 -12.021 0.765 7.9 7.1 -4.2 -0.935 3.006 -13.832 1.019 7.9 7.1 -4.2 -0.935 1.926 -15.643 1.274 7.9 7.1 -4.2 -0.935 0.847 -17.454 1.529 7.9 7.1 -4.2 -0.935 -0.232 -19.265 1.784 7.9 7.1 -4.2 -0.935 -1.311 -21.076 2.039 7.9 7.1 -4.2 -0.935 -2.390 -22.887 2.294 7.9 7.1 -4.2 -0.935 -3.470 -24.698 2.548 7.9 7.1 -4.2 -0.935 -4.549 -26.509 4:SEISMIC 3 0.000 6.7 7.0 -2.8 -1.256 1.059 -18.187 0.255 6.7 7.0 -2.8 -1.256 0.358 -19.974 0.510 6.7 7.0 -2.8 -1.256 -0.344 -21.761 0.765 6.7 7.0 -2.8 -1.256 -1.045 -23.548 1.019 6.7 7.0 -2.8 -1.256 -1.747 -25.335 1.274 6.7 7.0 -2.8 -1.256 -2.448 -27.122 1.529 6.7 7.0 -2.8 -1.256 -3.149 -28.909 1,784 6.7 7.0 -2.8 -1.256 -3.851 -30.696 2.039 6.7 7.0 -2.8 -1.256 -4.552 -32.484 2.294 6.7 7.0 -2.8 -1.256 -5.254 -34.271 2.548 6.7 7.0 -2.8 -1.256 -5.955 -36.058 5:SEISMIC 4 0.000 2.5 3.4 0.4 -0.833 -4.749 -19.222 0.255 2.5 3.4 0.4 -0.833 -4.651 -20.084 0.510 2.5 3.4 0.4 -0.833 -4.553 -20.946 0.765 2.5 3.4 0.4 -0.833 -4.455 -21.808 1.019 2.5 3.4 0.4 -0.833 -4.357 -22.671 1.274 2.5 3.4 0.4 -0.833 -4.259 -23.533 1.529 2.5 3.4 0.4 -0.833 -4.162 -24.395 1.784 2.5 3.4 0.4 -0.833 -4.064 -25.257 2.039 2.5 3.4 0.4 -0.833 -3.966 -26.119 2.294 2.5 3.4 0.4 -0.833 -3.868 -26.982 2.548 2.5 3.4 _ 0.4 -0.833 -3.770 -27.844 6:SEISMIC 5 0.000 -3.4 -1.6 3.7 0.073 -8.788 -9.252 0.255 -3.4 -1.6 3.7 0.073 -7.847 -8.856 0.510 -3.4 -1.6 3.7 0.073 -6.907 -8.460 0.765 -3.4 -1.6 3.7 0.073 -5.966 -8.064 1.019 -3.4 -1.6 3.7 0.073 -5.026 -7.668 1.274 -3.4 -1.6 3.7 0.073 -4.085 -7.272 1.529 -3.4 -1.6 3.7 0.073 -3.145 -6.876 1.784 -3.4 -1.6 3.7 0.073 -2.204 -6.480 2.039 -3.4 -1.6 3.7 0.073 -1.263 -6.084 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 33 of 49 vvitnout stiffening cynnaer r+voa) Frojp A Job No Sheet No Rev 409421 34 Software licensed to CH2M HILL Part Jobnue Durham Pearl 2000 support frame Ref By T.Petty Date-14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Daterrme 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.294 -3.4 -1.6 3.7 0.073 -0.323 -5.688 2.548 -3.4 -1.6 3.7 0.073 0.618 -5.292 302 1:DEAD 0.000 12.6 -8.4 0.0 -0.001 -0.120 -45.930 0.222 12.6 -8.4 0.0 -0.001 -0.120 -44.069 0.443 12.6 -8.4 0.0 -0.001 -0.120 -42.207 0.665 12.6 -8.4 0.0 -0.001 -0.120 -40.343 0.886 12.6 -8.4 0.0 -0.001 -0.120 -38.477 1.108 12.6 -8.4 0.0 -0.001 -0.120 -36.609 1.329 12.6 -8.4 0.0 -0.001 -0.120 -34.739 1.551 12.6 -8.5 0.0 -0.001 -0.120 -32.867 1.772 12.6 -8.5 0.0 -0.001 -0.120 -30.993 1.994 12.6 -8.5 0.0 -0.001 -0.120 -29.117 2.215 12.6 -8.5 j 0.0 -0.001 -0.120 -27.239 2:SEISMIC 1 0.000 -0.6 1.0 -3.3 -0.072 -0.567 -0.230 0.222 -0.6 1.0 -3.3 -0.072 -1.305 -0.455 0.443 -0.6 1.0 -3.3 -0.072 -2.043 -0.680 0.665 -0.6 1.0 -3.3 -0.072 -2.781 -0.904 0.886 -0.6 1.0 -3.3 -0.072 -3.519 -1.129 1.108 -0.6 1.0 -3.3 -0.072 -4.257 -1.354 1.329 -0.6 1.0 -3.3 -0.072 -4.995 -1.579 1.551 -0.6 1.0 -3.3 -0.072 -5.733 -1.804 1.772 -0.6 1.0 -3.3 -0.072 -6.471 -2.029 1.994 -0.6 1.0 -3.3 -0.072 -7.209 -2.254 2.215 -0.6 1.0 -3.3 -0.072 -7.947 -2.478 3:SEISMIC 2 0.000 4.2 -3.6 -0.5 0.965 -4.549 -24.609 0.222 4.2 -3.6 -0.5 0.965 -4.667 -23.813 0.443 4.2 -3.6 -0.5 0.965 -4.786 -23.017 0.665 4.2 -3.6 -0.5 0.965 -4.904 -22.221 0.886 4.2 -3.6 -0.5 0.965 -5.023 -21.425 1.108 4.2 -3.6 -0.5 0.965 -5.141 -20.629 1.329 4.2 -3.6 -0.5 0.965 -5.260 -19.833 1.551 4.2 -3.6 -0.5 0.965 -5.378 -19.037 1.772 4.2 -3.6 -0.5 0.965 -5.497 -18.241 1.994 4.2 -3.6 -0.5 0.965 -5.615 -17.445 2.215 4.2 -3.6 -0.5 0.965 -5.734 -16.649 4:SEISMIC 3 0.000 6.7 -7.3 2.5 1.444 -5.955 -36.058 0.222 6.7 -7.3 2.5 1.444 -5.391 -34.443 0.443 6.7 -7.3 2.5 1.444 -4.826 -32.829 0.665 6.7 -7.3 2.5 1.444 -4.262 -31.215 0.886 6.7 -7.3 2.5 1.444 -3.698 -29.601 1.108 6.7 -7.3 2.5 1.444 -3.134 -27.987 1.329 6.7 -7.3 2.5 1.444 -2.569 -26.373 1.551 6.7 -7.3 2.5 1.444 -2.005 -24.758 1.772 6.7 -7.3 2.5 1.444 -1.441 -23.144 Printnme/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 34 of 49 vvitnaut surrening cyrinaer w3a) Job No Sheet No Rev 409421 35 A Part Software licensed to CH2M HILL Job Title Durham Pearl 2000 support frame Ref By T.Petty oatel4-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Date/Time 01-Mar-2012 14:30 Beam Force Detail Cont... _ Axial Shear ear Torsion Bending _ Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 1.994 6.7 -7.3 2.5 1.444 -0.877 -21.530 2.215 6.7 -7.3 2.5 1.444 -0.312 -19.916 5:SEISMIC 4 0.000 6.2 -7.3 4.1 1.067 -3,770 -29.744 0.222 6.2 -7.3 4.1 1.067 -2.865 -28.123 0.443 6.2 -7.3 4.1 1.067 -1.960 -26.503 0.665 6.2 -7.3 4.1 1.067 -1.056 -24.882 0.886 6.2 -7.3 4.1 1.067 -0.151 -23.262 1.108 6.2 -7.3 4.1 1.067 0.754 -21.641 1.329 6.2 -7.3 4.1 1.067 1.658 -20.020 1.551 6.2 -7.3 4.1 1.067 2.563 -18.400 1.772 6.2 -7.3 4.1 1.067 3.468 -16.779 1.994 6.2 -7.3 4.1 1.067 4.372 -15.159 2.215 6.2 -7.3 4.1 1.067 5.277 -13.538 6:SEISMIC 5 0.000 2.5 -3.7 3.7 0.073 0.618 -7.992 0.222 2.5 -3.7 3.7 0.073 1.435 -7.183 0.443 2.5 -3.7 3.7 0.073 2.253 -6.373 0.665 2.5 -3.7 3.7 0.073 3.070 -5.564 0.886 2.5 -3.7 3.7 0.073 3.888 -4.755 1.108 2.5 -3.7 3.7 0.073 4.705 -3.946 1.329 2.5 -3.7 3.7 0.073 5.523 -3.136 1.551 2.5 -3.7 3.7 0.073 6.340 -2.327 1.772 2.5 -3.7 3.7 0.073 7.158 -1.518 1.994 2.5 -3.7 3.7 0.073 7.975 -0.708 2.215 2.5 -3.7 3.7 0.073 8.793 0.101 303 1:DEAD 0.000 12.5 -16.7 0.1 -0.008 -0.120 -27.252 0.337 12.5 -16.7 0.1 -0.008 -0.079 -21.615 0.674 12.5 -16.8 0.1 -0.008 -0.038 -15.972 1.010 12.5 -16.8 0.1 -0.008 0.003 -10.326 1.347 12.5 -16.8 0.1 -0.008 0.044 -4.675 1.684 12.5 -16.8 0.1 -0.008 0.085 0.980 2.021 12.5 -16.8 0.1 -0.008 0.126 6.641 2.358 12.5 -16.8 0.1 -0.008 0.167 12.305 2.695 12.5 -16.8 0.1 -0.008 0.208 17.975 3.031 12.5 -16.9 0.1 -0.008 0.248 23.648 _ 3.368 12.5 -16.9 0.1 -0.008 0.289 29.326 2:SEISMIC 1 0.000 -9.4 5.6 2.8 0.016 -7.947 -1.016 0.337 -9.4 5.6 2.8 0.016 -6.997 -2.901 0.674 -9.4 5.6 2.8 0.016 -6.047 -4.786 1.010 -9.4 5.6 2.8 0.016 -5.097 -6.672 1.347 -9.4 5.6 2.8 0.016 -4.147 -8.557 1.684 -9.4 5.6 2.8 0.016 -3.197 -10.442 2.021 -9.4 5.6 2.8 0.016 -2.247 -12.327 2.358 -9.4 5.6 2.8 0.016 -1.297 -14.212 2.695 -9.4 5.6 2.8 0.016 -0.347 -16.097 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 35 of 49 vvltnout stirrening cyunuer woad I Job No Sheet No Rev 171111; 409421 36 Software licensed to CH2M HILL Part I Job Ttle Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Daternme 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip ft) (kip-ft) (kip•ft) 3.031 -9.4 5.6 2.8 0.016 0.603 -17.983 3.368 -9.4 5.6 2.8 0.016 1.553 -19.868 3:SEISMIC 2 0.000 1.9 -5.7 1.8 0.005 -5.734 -17.577 0.337 1.9 -5.7 1.8 0.005 -5.127 -15.641 0.674 1.9 -5.7 1.8 0.005 -4.520 -13.705 1.010 1.9 -5.7 1.8 0.005 -3.913 -11.769 1.347 1.9 -5.7 1.8 0.005 -3.307 -9.833 1.684 1.9 -5.7 1.8 0.005 -2.700 -7.897 2.021 1.9 -5.7 1.8 0.005 -2.093 -5.961 2.358 1.9 -5.7 1.8 0.005 -1.486 -4.025 2.695 1.9 -5.7 1.8 0.005 -0.880 -2.089 3.031 1.9 -5.7 1.8 0.005 -0.273 -0.153 3.368 1.9 -5.7 1.8 0.005 0.334 1.783 4:SEISMIC 3 0.000 12.1 -13.4 -0.2 -0.007 -0.312 -22.696 0.337 12.1 -13.4 -0.2 -0.007 -0.386 -18.169 0.674 12.1 -13.4 -0.2 -0.007 -0.460 -13.643 1.010 12.1 -13.4 -0.2 -0.007 -0.534 -9.116 1.347 12.1 -13.4 -0.2 -0.007 -0.607 -4.589 1.684 12.1 -13.4 -0.2 -0.007 -0.681 -0.062 2.021 12.1 -13.4 -0.2 -0.007 -0.755 4.465 2.358 12.1 -13.4 -0.2 -0.007 -0.829 8.991 2.695 12.1 -13.4 -0.2 -0.007 -0.902 13.518 3.031 12.1 -13.4 -0.2 -0.007 -0.976 18.045 _ 3.368 12.1 -13.4 -0.2 -0.007 -1.050 22.572 5:SEISMIC 4 0.000 16.1 -14.5 -2.1 -0.015 5.277 -16.520 0.337 16.1 -14.5 -2.1 -0.015 4.571 -11.640 0.674 16.1 -14.5 -2.1 -0.015 3.865 -6.760 1.010 16.1 -14.5 -2.1 -0.015 3.159 -1.879 1.347 16.1 -14.5 -2.1 -0.015 2.453 3.001 1.684 16.1 -14.5 -2.1 -0.015 1.747 7.881 2.021 16.1 -14.5 -2.1 -0.015 1.041 12.761 2.358 16.1 -14.5 -2.1 -0.015 0.335 17.642 2.695 16.1 -14.5 -2.1 -0.015 -0.371 22.522 3.031 16.1 -14.5 -2.1 -0.015 -1.077 27.402 3.368 16.1 -14.5 -2.1 -0.015 -1.783 32.283 6:SEISMIC 5 0.000 12.2 -8.2 -3.1 -0.015 8.793 -1.359 0.337 12.2 -8.2 -3.1 -0.015 7.744 1.414 0.674 12.2 -8.2 -3.1 -0.015 6.695 4.187 1.010 12.2 -8.2 -3.1 -0.015 5.646 6.961 1.347 12.2 -8.2 -3.1 -0.015 4.597 9.734 1.684 12.2 -8.2 -3.1 -0.015 3.548 12.508 2.021 12.2 -8.2 -3.1 -0.015 2.500 15.281 2.358 12.2 -8.2 -3.1 -0.015 1.451 18.054 2.695 12.2 -8.2 -3.1 -0.015 0.402 20.828 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 36 of 49 vvitnout surrening cyiinoer woad Job No Sheet No Rev 409421 37 r Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Chant Durham WWTP(CWS) He Support frame v5.std Datemme 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy 1 Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip ft) 3.031 12.2 -8.2 -3.1 -0.015 -0.647 23.601 3.368 12.2 -8.2 -3.1 -0.015 -1.696 26.375 400 1:DEAD 0.000 12.5 16.4 0.1 -0.009 -0.289 29.314 0.337 12.5 16.4 0.1 -0.009 -0.248 23.795 0.674 12.5 16.4 0.1 -0.009 -0.208 18.281 1.010 12.5 16.4 0.1 -0.009 -0.167 12.771 1.347 12.5 16.3 0.1 -0.009 -0.126 7.266 1.684 12.5 16.3 0.1 -0.009 -0.085 1.765 2.021 12.5 16.3 0.1 -0.009 -0.044 -3.730 2.358 12.5 16.3 0.1 -0.009 -0.003 -9.222 2.695 12.5 16.3 0.1 -0.009 0.038 -14.709 3.031 12.5 16.3 0.1 -0.009 0.079 -20.191 3.368 12.5 16.3 0.1 -0.009 0.120 -25.669 2:SEISMIC 1 0.000 12.8 7.6 -2.5 -0.017 1.184 28.630 0.337 12.8 7.6 -2.5 -0.017 0.352 26.082 0.674 12.8 7.6 -2.5 -0.017 -0.481 23.533 1.010 12.8 7.6 -2.5 -0.017 -1.313 20.985 1.347 12.8 7.6 -2.5 -0.017 -2.145 18.437 1.684 12.8 7.6 -2.5 -0.017 -2.978 15.888 2.021 12.8 7.6 -2.5 -0.017 -3.810 13.340 2.358 12.8 7.6 -2.5 -0.017 -4.642 10.792 2.695 12.8 7.6 -2.5 -0.017 -5.475 8.243 3.031 12.8 7.6 -2.5 -0.017 -6.307 5.695 3.368 12.8 7.6 -2.5 -0.017 -7.140 3.147 3:SEISMIC 2 0.000 -0.4 -4.1 -1.2 -0.009 -0.234 2.690 0.337 -0.4 -4.1 -1.2 -0.009 -0.637 4.067 0.674 -0.4 -4.1 -1.2 -0.009 -1.040 5.445 1.010 -0.4 -4.1 -1.2 -0.009 -1.444 6.823 1.347 -0.4 -4.1 -1.2 -0.009 -1.847 8.200 1.684 -0.4 -4.1 -1.2 -0.009 -2.250 9.578 2.021 -0.4 -4.1 -1.2 -0.009 -2.653 10.956 2.358 -0.4 -4.1 -1.2 -0.009 -3.057 12.333 2.695 -0.4 -4.1 -1.2 -0.009 -3.460 13.711 3.031 -0.4 -4.1 -1.2 -0.009 -3.863 15.089 3.368 -0.4 -4.1 -1.2 -0.009 -4.266 16.466 4:SEISMIC 3 0.000 -12.8 -13.1 0.8 0.005 -1.545 -23.374 0.337 -12.8 -13.1 0.8 0.005 -1.283 -18.958 0.674 -12.8 -13.1 0.8 0.005 -1.021 -14.543 1.010 -12.8 -13.1 0.8 0.005 -0.759 -10.127 1.347 -12.8 -13.1 0.8 0.005 -0.497 -5.712 1.684 -12.8 -13.1 0.8 0.005 -0.235 -1.296 2.021 -12.8 -13.1 0.8 0.005 0.027 3.119 2.358 -12.8 -13.1 0.8 0.005 0.289 7.535 2.695 -12.8 -13.1 0.8 0.005 0.551 11.950 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 37 of 49 vvitnout surrening cyitnaer (vad) pop-. Job No Sheet No Rev 409421 38 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Datemme 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 3.031 -12.8 -13.1 0.8 0.005 0.814 16.366 3.368 -12.8 -13.1 0.8 0.005 _ 1.076 20.781 5:SEISMIC 4 0.000 -17.2 -13.6 2.3 0.016 -1.932 -34.539 0.337 -17,2 -13.6 2.3 0.016 -1.160 -29.975 0.674 -17.2 -13.6 2.3 0.016 -0.388 -25.410 1.010 -17.2 -13.6 2.3 0.016 0.384 -20.846 1.347 -17.2 -13.6 2.3 0.016 1.156 -16.281 1.684 -17.2 -13.6 2.3 0.016 1.928 -11.717 2.021 -17.2 -13.6 2.3 0.016 2.700 -7.152 2.358 -17.2 -13.6 2.3 0.016 3.472 -2.588 2.695 -17.2 -13.6 2.3 0.016 4.243 1.977 3.031 -17.2 -13.6 2.3 0.016 5.015 6.541 3.368 -17.2 -13.6 2.3 0.016 5.787 11.106 6:SEISMIC 5 0.000 -12.5 -6.0 2.8 0.019 -1.370 -27.614 0.337 -12.5 -6.0 2.8 0.019 -0.433 -25.591 0.674 -12.5 -6.0 2.8 0.019 0.504 -23.568 1.010 -12.5 -6.0 2.8 0.019 1.442 -21.545 1.347 -12.5 -6.0 2.8 0.019 2.379 -19.522 1.684 -12.5 -6.0 2.8 0.019 3.316 -17.499 2.021 -12.5 -6.0 2.8 0.019 4.254 -15.476 2.358 -12.5 -6.0 2.8 0.019 5.191 -13.453 2.695 -12.5 -6.0 2.8 0.019 6.128 -11.429 3.031 -12.5 -6.0 2.8 0.019 7.066 -9.406 3.368 -12.5 -6.0 2.8 0.019 8.003 -7.383 401 1:DEAD 0.000 12.6 8.0 0.0 0.001 0.120 -25.653 0.255 12.6 8.0 0.0 0.001 0.120 -27.692 0.510 12.6 8.0 0.0 0.001 0.120 -29.729 0.765 12.6 8.0 0.0 0.001 0.120 -31.763 1.019 12.6 8.0 0.0 0.001 0.120 -33.795 1.274 12.6 8.0 0.0 0.001 0.120 -35.824 1.529 12.6 7.9 0.0 0.001 0.120 -37.850 1.784 12.6 7.9 0.0 0.001 0.120 -39.874 2.039 12.6 7.9 0.0 0.001 0.120 -41.895 2.294 12.6 7.9 0.0 0.001 0.120 -43.914 2.548 12.6 7.9 0.0 0.001 0.120 -45.930 2:SEISMIC 1 0.000 4.7 3.0 3.0 0.072 -7.140 4.612 0.255 4.7 3.0 3.0 0.072 -6.374 3.852 0.510 4.7 3.0 3.0 0.072 -5.609 3.091 0.765 4.7 3.0 3.0 0.072 -4.844 2.330 1.019 4.7 3.0 3.0 0.072 -4.079 1.570 1.274 4.7 3.0 3.0 0.072 -3.314 0.809 1.529 4.7 3.0 3.0 0.072 -2.549 0.049 1.784 4.7 3.0 3.0 0.072 -1.784 -0.712 2.039 4.7 3.0 3.0 0.072 -1.019 -1.472 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 38 of 49 vvitnout surrening cylinaer w3a) pwri. 1 Job No Sheet No Rev 409421 39 Software licensed to CH2M HILL Part slob Title Durham Pearl 2000 support frame Ref By T.Petty oatc14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Daterrme 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.294 4.7 3.0 3.0 0.072 -0.253 -2.233 2.548 4.7 3.0 3.0 0.072 0.512 -2.993 3:SEISMIC 2 0.000 -1.8 -4.1 0.2 -0.832 -4.266 15.676 0.255 -1.8 -4.1 0.2 -0.832 -4.219 16.714 0.510 -1.8 -4.1 0.2 -0.832 -4.171 17.753 0.765 -1.8 -4.1 0.2 -0.832 -4.123 18.791 1.019 -1.8 -4.1 0.2 -0.832 -4.075 19.829 1.274 -1.8 -4.1 0.2 -0.832 -4.028 20.868 1.529 -1.8 -4.1 0.2 -0.832 -3.980 21.906 1.784 -1.8 -4.1 0.2 -0.832 -3.932 22.944 2.039 -1.8 -4.1 0.2 -0.832 -3.885 23.983 2.294 -1.8 -4.1 0.2 -0.832 -3.837 25.021 2.548 -1.8 -4.1 0.2 -0.832 -3.789 26.059 4:SEISMIC 3 0.000 -6.7 -7.0 -2.8 -1.256 1.076 18.189 0.255 -6.7 -7.0 -2.8 -1.256 0.374 19.976 0.510 -6.7 -7.0 -2.8 -1.256 -0.327 21.763 0.765 -6.7 -7.0 -2.8 -1.256 -1.029 23.550 1.019 -6.7 -7.0 -2.8 -1.256 -1.730 25.337 1.274 -6.7 -7.0 -2.8 -1.256 -2.431 27.124 1.529 - -6.7 -7.0 -2.8 -1.256 -3.133 28.911 1.784 -6.7 -7.0 -2.8 -1.256 -3.834 30.698 2.039 -6.7 -7.0 -2.8 -1.256 -4.536 32.485 2.294 -6.7 -7.0 -2.8 -1.256 -5.237 34.272 2.548 -6.7 -7.0 -2.8 -1.256 -5.939 36.059 5:SEISMIC 4 0.000 -7.1 -6.4 -4.0 -0.937 5.787 8.246 0.255 -7.1 -6.4 -4.0 -0.937 4.758 9.881 0.510 -7.1 -6.4 -4.0 -0.937 3.729 11.516 0.765 -7.1 -6.4 -4.0 -0.937 2.700 13.151 1.019 -7.1 -6.4 -4.0 -0.937 1.671 14.786 1.274 -7.1 -6.4 -4.0 -0.937 0.642 16.421 1.529 -7.1 -6.4 -4.0 -0.937 -0.387 18.056 1.784 -7.1 -6.4 -4.0 -0.937 -1.416 19.691 2.039 -7.1 -6.4 -4.0 -0.937 -2.444 21.326 2.294 -7.1 -6.4 -4.0 -0.937 -3.473 22.961 2.548 -7.1 -6.4 -4.0 -0.937 -4.502 24.596 6:SEISMIC 5 0.000 -3.4 -1.4 -3.4 -0.073 8.003 -8.855 0.255 -3.4 -1.4 -3.4 -0.073 7.146 -8.493 0.510 -3.4 -1.4 -3.4 -0.073 6.290 -8.130 0.765 -3.4 -1.4 -3.4 -0.073 5.433 -7.767 1.019 -3.4 -1.4 -3.4 -0.073 4.577 -7.405 1.274 -3.4 -1.4 -3.4 -0.073 3.720 -7.042 1.529 -3.4 -1.4 -3.4 -0.073 2.864 -6.679 1.784 -3.4 -1.4 -3.4 -0.073 2.007 -6.317 2.039 -3.4 -1.4 -3.4 -0.073 1.150 -5.954 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 39 of 49 vvitnout stirrening cyirnaer waa) A Job No Sheet No Rev 409421 40 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref BY T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) F°e Support frame v5.std Date-Time 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 2.294 -3.4 -1.4 -3.4 -0.073 0.294 -5.591 2.548 -3.4 -1.4 -3.4 -0.073 -0.563 -5.229 402 1:DEAD 0.000 12.6 -8.4 0.0 0.001 0.120 -45.930 0.222 12.6 -8.4 0.0 0.001 0.120 -44.069 0.443 12.6 -8.4 0.0 0.001 0.120 -42.207 0.665 12.6 -8.4 0.0 0.001 0.120 -40.343 0.886 12.6 -8.4 0.0 0.001 0.120 -38.477 1.108 12.6 -8.4 0.0 0.001 0.120 -36.609 1.329 12.6 -8.4 0.0 0.001 0.120 -34.739 1.551 12.6 -8.5 0.0 0.001 0.120 -32.867 1.772 12.6 -8.5 0.0 0.001 0.120 -30.993 1.994 12.6 -8.5 0.0 0.001 0.120 -29.117 2.215 12.6 -8.5 0.0 0.001 0.120 -27.239 2:SEISMIC 1 0.000 -0.6 0.9 3.0 0.072 0.512 -0.293 0.222 -0.6 0.9 3.0 0.072 1.177 -0.489 0.443 -0.6 0.9 3.0 0.072 1.842 -0.685 0.665 -0.6 0.9 3.0 0.072 2.507 -0.881 0.886 -0.6 0.9 3.0 0.072 3.172 -1.077 1.108 -0.6 0.9 3.0 0.072 3.837 -1.273 1.329 -0.6 0.9 3.0 0.072 4.502 -1.469 1.551 -0.6 0.9 3.0 0.072 5.167 -1.665 1.772 -0.6 0.9 3.0 0.072 5.832 -1.861 1.994 -0.6 0.9 3.0 0.072 6.497 -2.057 2.215 -0.6 0.9 3.0 0.072 7.162 -2.252 3:SEISMIC 2 0.000 -5.5 6.6 3.9 1.068 -3.789' 27.959 0.222 -5.5 6.6 3.9 1.068 -2.928 26.492 0.443 -5.5 6.6 3.9 1.068 -2.067 25.024 0.665 -5.5 6.6 3.9 1.068 -1.206 23.556 0.886 -5.5 6.6 3.9 1.068 -0.345 22.089 1.108 -5.5 6.6 3.9 1.068 0.516 20.621 1.329 -5.5 6.6 3.9 1.068 1.377 19.154 1.551 -5.5 6.6 3.9 1.068 2.238 17.686 1.772 -5.5 6.6 3.9 1.068 3.099 16.219 1.994 -5.5 6.6 3.9 1.068 3.960 14.751 2.215 -5.5 6.6 3.9 1.068 4.821 13.283 4:SEISMIC 3 0.000 -6.7 7.3 2.5 1.444 -5.939 36.059 0.222 -6.7 7.3 2.5 1.444 -5.374 34.445 0.443 -6.7 7.3 2.5 1.444 -4.810 32.830 0.665 -6.7 7.3 2.5 1.444 -4.246 31.216 0.886 -6.7 7.3 2.5 1.444 -3.681 29.602 1.108 -6.7 7.3 2.5 1.444 -3.117 27.988 1.329 -6.7 7.3 2.5 1.444 -2.553 26.374 1.551 -6.7 7.3 2.5 1.444 -1.989 24.760 1.772 -6.7 7.3 2.5 1.444 -1.424 23.145 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 40 of 49 vvitnout stiffening cylinaer ivaa) Fn.-, Job No Sheet No Rev 409421 41 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date-14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Daterrme 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 1.994 -6.7 7.3 2.5 1.444 -0.860 21.531 2.215 -6.7 7.3 2.5 1.444 -0.296 19.917 5:SEISMIC 4 0.000 -3.4 4.3 -0.3 0.963 -4.502 22.696 0.222 -3.4 4.3 -0.3 0.963 -4.577 21.747 0.443 -3.4 4.3 -0.3 0.963 -4.652 20.798 0.665 -3.4 4.3 -0.3 0.963 -4.727 19.849 0.886 -3.4 4.3 -0.3 0.963 -4.802 18.900 1.108 -3.4 4.3 -0.3 0.963 -4.877 17.951 1.329 -3.4 4.3 -0.3 0.963 -4.951 17.002 1.551 -3.4 4.3 -0.3 0.963 -5.026 16.053 1.772 -3.4 4.3 -0.3 0.963 -5.101 15.104 1.994 -3.4 4.3 -0.3 0.963 -5.176 14.155 2.215 -3.4 4.3 -0.3 0.963 -5.251 13.206 6:SEISMIC 5 0.000 2.5 -3.5 -3.4 -0.073 -0.563 -7.929 0.222 2.5 -3.5 -3.4 -0.073 -1.307 -7.148 0.443 2.5 -3.5 -3.4 -0.073 -2.052 -6.368 0.665 2.5 -3.5 -3.4 -0.073 -2.796 -5.588 0.886 2.5 -3.5 -3.4 -0.073 -3.541 -4.807 1.108 2.5 -3.5 -3.4 -0.073 -4.285 -4.027 1.329 2.5 -3.5 -3.4 -0.073 -5.030 -3.246 1.551 2.5 -3.5 -3.4 -0.073 -5.774 -2.466 1.772 2.5 -3.5 -3.4 -0.073 -6.519 -1.686 1.994 2.5 -3.5 -3.4 -0.073 -7.263 -0.905 2.215 2.5 -3.5 -3.4 -0.073 -8.008 -0.125 403 1:DEAD 0.000 12.5 -16.7 -0.1 0.008 0.120 -27.252 0.337 12.5 -16.7 -0.1 0.008 0.079 -21.615 0.674 12.5 -16.8 -0.1 0.008 0.038 -15.972 1.010 12.5 -16.8 -0.1 0.008 -0.003 -10.326 1.347 12.5 -16.8 -0.1 0.008 -0.044 -4.675 1.684 12.5 -16.8 -0.1 0.008 -0.085 0.980 2.021 12.5 -16.8 -0.1 0.008 -0.126 6.641 2.358 12.5 -16.8 -0.1 0.008 -0.167 12.305 2.695 12.5 -16.8 -0.1 0.008 -0.208 17.975 3.031 12.5 -16.9 -0.1 0.008 -0.248 23.648 3.368 12.5 -16.9 -0.1 0.008 -0.289 29.326 2:SEISMIC 1 0.000 -8.8 5.5 -2.5 -0.015 7.162 -0.791 0.337 -8.8 5.5 -2.5 -0.015 6.322 -2.632 0.674 -8.8 5.5 -2.5 -0.015 5.482 -4.473 1.010 -8.8 5.5 -2.5 -0.015 4.642 -6.314 1.347 -8.8 5.5 -2.5 -0.015 3.802 -8.155 1.684 -8.8 5.5 -2.5 -0.015 2.962 -9.997 2.021 -8.8 5.5 -2.5 -0.015 2.122 -11.838 2.358 -8.8 5.5 -2.5 -0.015 1.282 -13.679 2.695 -8.8 5.5 -2.5 -0.015 0.442 -15.520 Print Tme/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 41 of 49 vvitnaut stiffening cyrinaer ivaa) Mg Job No Sheet No Rev 409421 42 Software licensed to CH2M HILL Part Job Ttle Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Date./Time 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 3.031 -8.8 5.5 -2.5 -0.015 -0.398 -17.361 3.368 -8.8 5.5 -2.5 -0.015 -1.238 -19.202 3:SEISMIC 2 0.000 -15.0 13.8 -1.9 -0.013 4.821 16.267 0.337 -15.0 13.8 -1.9 -0.013 4.176 11.619 0.674 -15.0 13.8 -1.9 -0.013 3.531 6.971 1.010 -15.0 13.8 -1.9 -0.013 2.886 2.324 1.347 -15.0 13.8 -1.9 -0.013 2.241 -2.324 1.684 -15.0 13.8 -1.9 -0.013 1.597 -6.972 2.021 -15.0 13.8 -1.9 -0.013 0.952 -11.620 2.358 -15.0 13.8 -1.9 -0.013 0.307 -16.267 2.695 -15.0 13.8 -1.9 -0.013 -0.338 -20.915 3.031 -15.0 13.8 -1.9 -0.013 -0.983 -25.563 3.368 -15.0 13.8 -1.9 -0.013 -1.628 -30.211 4:SEISMIC 3 0.000 -12.1 13.4 -0.2 -0.004 -0.296 22.694 0.337 -12.1 13.4 -0.2 -0.004 -0.375 18.167 0.674 -12.1 13.4 -0.2 -0.004 -0.455 13.641 1.010 -12.1 13.4 -0.2 -0.004 -0.534 9.114 1.347 -12.1 13.4 -0.2 -0.004 -0.613 4.588 1.684 -12.1 13.4 -0.2 -0.004 -0.693 0.062 2.021 -12.1 13.4 -0.2 -0.004 -0.772 -4.465 2.358 -12.1 13.4 -0.2 -0.004 -0.851 -8.991 2.695 -12.1 13.4 -0.2 -0.004 -0.931 -13.518 3.031 -12.1 13.4 -0.2 -0.004 -1.010 -18.044 3.368 -12.1 13.4 -0.2 -0.004 -1.090 -22.571 5:SEISMIC 4 0.000 -1.5 4.3 1.6 0.008 -5.251 14.131 0.337 -1.5 4.3 1.6 0.008 -4.714 12.669 0.674 -1.5 4.3 1.6 0.008 -4.178 11.208 1.010 -1.5 4.3 1.6 0.008 -3.641 9.746 1.347 -1.5 4.3 1.6 0.008 -3.105 8.285 1.684 -1.5 4.3 1.6 0.008 -2.569 6.823 2.021 -1.5 4.3 1.6 0.008 -2.032 5.362 2.358 -1.5 4.3 1.6 0.008 -1.496 3.900 2.695 -1.5 4.3 1.6 0.008 -0.960 2.439 3.031 -1.5 4.3 1.6 0.008 -0.423 0.977 3.368 -1.5 4.3 1.6 0.008 0.113 -0.485 6:SEISMIC 5 0.000 11.6 -8.1 2.8 0.014 -8.008 -1.585 0.337 11.6 -8.1 2.8 0.014 -7.069 1.145 0.674 11.6 -8.1 2.8 0.014 -6.130 3.874 1.010 11.6 -8.1 2.8 0.014 -5.191 6.603 1.347 11.6 -8.1 2.8 0.014 -4.252 9.333 1.684 11.6 -8.1 2.8 0.014 -3.313 12.062 2.021 11.6 -8.1 2.8 0.014 -2.374 14.792 2.358 11.6 -8.1 2.8 0.014 -1.435 17.521 2.695 11.6 -8.1 2.8 0.014 -0.496 20.250 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 42 of 49 vvitnout surrening cylinaer w3a) Job No Sheet No Rev pffip: 409421 43 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty oat€l4-Feb-12 Chd Client Durham WWTP(CWS) Pile Support frame v5.std DaterTime 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending _ Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 3.031 11.6 -8.1 2.8 0.014 0.442 22.980 3.368 11.6 -8.1 2.8 0.014 1.381 25.709 500 1:DEAD 0.000 -9.2 0.0 -0.0 0.000 0.000 0.118 1.150 -9.2 0.0 -0.0 0.000 0.000 0.069 2.300 -9.2 0.0 -0.0 0.000 0.000 0.031 3.450 -9.2 0.0 -0.0 0.000 -0.000 0.004 4.600 -9.2 0.0 -0.0 0.000 -0.000 -0.013 5.750 -9.2 -0.0 -0.0 0.000 -0.000 -0.019 6.900 -9.2 -0.0 -0.0 0.000 -0.000 -0.013 8.050 -9.2 -0.0 -0.0 0.000 -0.000 0.004 9.200 -9.2 -0.0 -0.0 0.000 -0.000 0.031 10.350 -9.2 -0.0 -0.0 0.000 -0.000 0.069 11.500 -9.2 -0.0 -0.0 0.000 _ -0.000 _ 0.118 2:SEISMIC 1 0.000 -7.0 0.0 0.0 -0.002 0.002 0.038 1.150 -7.0 0.0 0.0 -0.002 0.005 0.034 2.300 -7.0 0.0 0.0 -0.002 0.008 0.031 3.450 -7.0 0.0 0.0 -0.002 0.011 0.028 4.600 -7.0 0.0 0.0 -0.002 0.014 0.025 5.750 -7.0 0.0 0.0 -0.002 0.017 0.022 6.900 -7.0 0.0 0.0 -0.002 0.020 0.018 8.050 -7.0 0.0 0.0 -0.002 0.024 0.015 9.200 -7.0 0.0 0.0 -0.002 0.027 0.012 10.350 -7.0 0.0 0.0 -0.002 0.030 0.009 11.500 -7.0 0.0 0.0 -0.002 0.033 0.006 3:SEISMIC 2 0.000 1.6 0.1 0.0 0.019 -0.025 0.764 1.150 1.6 0.1 0.0 0.019 -0.018 0.620 2.300 1.6 0.1 0.0 0.019 -0.010 0.477 3.450 1.6 0.1 0.0 0.019 -0.003 0.333 4.600 1.6 0.1 0.0 0.019 0.005 0.189 5.750 1.6 0.1 0.0 0.019 0.012 0.045 6.900 1.6 0.1 0.0 0.019 0.020 -0.098 8.050 1.6 0.1 0.0 0.019 0.027 -0.242 9.200 1.6 0.1 0.0 0.019 0.035 -0.386 10.350 1.6 0.1 0.0 0.019 0.042 -0.530 11.500 1.6 0.1 0.0 0.019 0.050 _ -0.674 4:SEISMIC 3 0.000 9.2 0.2 0.0 0.030 -0.037 1.051 1.150 9.2 0.2 0.0 0.030 -0.030 0.849 2.300 9.2 0.2 0.0 0.030 -0.023 0.648 3.450 9.2 0.2 0.0 0.030 -0.015 0.446 4.600 9.2 0.2 0.0 0.030 -0.008 0.245 5.750 9.2 0.2 0.0 0.030 -0.000 0.044 6.900 9.2 0.2 0.0 0.030 0.007 -0.158 8.050 9.2 0.2 0.0 0.030 0.015 -0.359 9.200 9.2 0.2 0.0 0.030 0.022 -0.561 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 43 of 49 vvitnout surrening cyiinaer woad ' Job No Sheet No Rev 409421 44 now Par Software licensed to CH2M HILL Job Tale Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Cent Durham WWTP(CWS) File Support frame v5.std Date;Tme 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 10.350 9.2 0.2 0.0 0.030 0.030 -0.762 11.500 9.2 0.2 0.0 0.030 0.037 -0.964 5:SEISMIC 4 0.000 11.7 0.1 ! 0.0 0.023 -0.027 0.705 1.150 11.7 0.1 0.0 0.023 -0.024 0.567 2.300 11.7 0.1 0.0 0.023 -0.021 0.429 3.450 11.7 0.1 0.0 0.023 -0.018 0.291 4.600 11.7 0.1 0.0 0.023 -0.015 0.153 5.750 11.7 0.1 0.0 0.023 -0.012 0.014 6.900 11.7 0.1 0.0 0.023 -0.009 -0.124 8.050 11.7 0.1 0.0 0.023 -0.006 -0.262 9.200 11.7 0.1 0.0 0.023 -0.003 -0.400 10.350 11.7 0.1 0.0 0.023 -0.000 -0.538 11.500 11.7 0.1 0.0 0.023 0.003 -0.677 6:SEISMIC 5 0.000 7.0 -0.0 -0.0 0.002 -0.003 -0.038 1.150 7.0 -0.0 -0.0 0.002 -0.006 -0.034 2.300 7.0 -0.0 -0.0 0.002 -0.009 -0.031 3.450 7.0 -0.0 -0.0 0.002 -0.012 -0.028 4.600 7.0 -0.0 -0.0 0.002 -0.015 -0.025 5.750 7.0 -0.0 -0.0 0.002 -0.019 -0.022 6.900 7.0 -0.0 -0.0 0.002 -0.022 -0.018 8.050 7.0 -0.0 -0.0 0.002 -0.025 -0.015 9.200 7.0 -0.0 -0.0 0.002 -0.028 -0.012 10.350 7.0 -0.0 -0.0 0.002 -0.031 -0.009 11.500 7.0 -0.0 -0.0 0.002 -0.034 -0.006 501 1:DEAD 0.000 -12.6 0.0 0.0 -0.000 -0.000 0.032 1.150 -12.6 0.0 0.0 -0.000 -0.000 -0.018 2.300 -12.6 0.0 0.0 -0.000 -0.000 -0.057 3.450 -12.6 0.0 0.0 -0.000 -0.000 -0.086 4.600 -12.6 0.0 0.0 -0.000 -0.000 -0.104 5.750 -12.6 0.0 0.0 -0.000 -0.000 -0.111 6.900 -12.6 -0.0 0.0 -0.000 0.000 -0.107 8.050 -12.6 -0.0 0.0 -0.000 0.000 -0.091 9.200 -12.6 -0.0 0.0 -0.000 0.000 -0.065 10.350 -12.6 -0.0 0.0 -0.000 0.000 -0.028 11.500 -12.6 _ -0.0 _ 0.0 -0.000 0.000 0.019 2:SEISMIC 1 0.000 8.7 0.1 -0.0 0.017 0.036 0.439 1.150 8.7 0.1 -0.0 0.017 0.029 0.357 2.300 8.7 0.1 -0.0 0.017 0.022 0.275 3.450 8.7 0.1 -0.0 0.017 0.015 0.193 4.600 8.7 0.1 -0.0 0.017 0.007 0.111 5.750 8.7 0.1 -0.0 0.017 0.000 0.029 6.900 8.7 0.1 -0.0 0.017 -0.007 -0.053 8.050 8.7 0.1 -0.0 0.017 -0.014 -0.135 9.200 8.7 0.1 -0.0 0.017 -0.021 -0.218 Print Time/Date:01/03/2012 14'56 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 44 of 49 vvitnout surrening cylinaer kvoa) ' Job No Sheet No Rev tgArliP • .... 409421 45 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref 8Y T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Date/Time 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 10.350 8.7 0.1 -0.0 0.017 -0.029 -0.300 _ 11.500 8.7 _ 0.1 _ -0.0 _ 0.017 _ -0.036 -0.382 3:SEISMIC 2 0.000 l -0.6 0.1 -0.0 0.015 0.027 0.286 1.150 -0.6 0.1 -0.0 0.015 0.019 0.226 2.300 -0.6 0.1 -0.0 0.015 0.011 0.166 3.450 -0.6 0.1 -0.0 0.015 0.002 0.106 4.600 -0.6 0.1 -0.0 0.015 -0.006 0.045 5.750 -0.6 0.1 -0.0 0.015 -0.014 -0.015 6.900 -0.6 0.1 -0.0 0.015 -0.022 -0.075 8.050 -0.6 0.1 -0.0 0.015 -0.030 -0.136 - 9.200 -0.6 0.1 -0.0 0.015 -0.039 -0.196 10.350 -0.6 0.1 -0.0 0.015 -0.047 -0.256 11.500 -0.6 0.1 -0.0 0.015 -0.055 -0.316 4:SEISMIC 3 0.000 -9.7 0.0 -0.0 0.002 0.002 -0.037 1.150 -9.7 0.0 -0.0 0.002 -0.002 -0.040 2.300 -9.7 0.0 -0.0 0.002 -0.007 -0.043 3.450 -9.7 0.0 -0.0 0.002 -0.011 -0.045 4.600 -9.7 0.0 -0.0 0.002 -0.016 -0.048 5.750 -9.7 0.0 -0.0 0.002 -0.020 -0.051 6.900 -9.7 0.0 -0.0 0.002 -0.024 -0.053 8.050 -9.7 0.0 -0.0 0.002 -0.029 -0.056 9.200 -9.7 0.0 -0.0 0.002 -0.033 -0.059 10.350 -9.7 0.0 -0.0 0.002 -0.037 -0.061 11.500 -9.7 0.0 -0.0 0.002 -0.042 -0.064 -5:SEISMIC 4 0.000 -13.9 -0.0 0.0 -0.011 -0.024 -0.343 1.150 -13.9 -0.0 0.0 -0.011 -0.022 -0.287 2.300 -13.9 -0.0 0.0 -0.011 -0.020 -0.230 3.450 -13.9 -0.0 0.0 -0.011 -0.018 -0.174 4.600 -13.9 -0.0 0.0 -0.011 -0.016 -0.118 5.750 -13.9 -0.0 0.0 -0.011 -0.014 -0.061 6.900 -13.9 -0.0 0.0 -0.011 -0.012 -0.005 8.050 -13.9 -0.0 0.0 -0.011 -0.010 0.051 9.200 -13.9 -0.0 0.0 -0.011 -0.009 0.108 10.350 -13.9 -0.0 0.0 -0.011 -0.007 0.164 11.500 -13.9 -0.0 0.0 -0.011 -0.005 _ 0.220 6:SEISMIC 5 0.000 -11.5 -0.1 0.0 -0.017 -0.040 -0.501 1.150 -11.5 -0.1 0.0 -0.017 -0.032 -0.409 2.300 -11.5 -0.1 0.0 -0.017 -0.024 -0.317 3.450 -11.5 -0.1 0.0 -0.017 -0.016 -0.225 4.600 -11.5 -0.1 0.0 -0.017 -0.008 -0.133 5.750 -11.5 -0.1 0.0 -0.017 -0.000 -0.042 6.900 -11.5 -0.1 0.0 -0.017 0.008 0.050 8.050 -11.5 -0.1 0.0 -0.017 0.016 0.142 9.200 -11.5 -0.1 0.0 -0.017 0.023 0.234 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 45 of 49 vvitnout stirrening cylinaer kvoa) Job No Sheet No Rev 409421 46 Part Software licensed to CH2M HILL Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) F°e Support frame v5.std DaterTme 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 10.350 -11.5 -0.1 0.0 -0.017 0.031 0.326 11.500 -11.5 -0.1 0.0 -0.017 0.039 0.418 502 1:DEAD 0.000 -12.6 0.0 0.0 0.000 -0.000 0.032 1.150 -12.6 0.0 0.0 0.000 -0.000 -0.018 2.300 -12.6 0.0 0.0 0.000 -0.000 -0.057 3.450 -12.6 0.0 0.0 0.000 -0.000 -0.086 4.600 -12.6 0.0 0.0 0.000 -0.000 -0.104 5.750 -12.6 0.0 0.0 0.000 -0.000 -0.111 6.900 -12.6 -0.0 0.0 0.000 0.000 -0.107 8.050 -12.6 -0.0 0.0 0.000 0.000 -0.091 9.200 -12.6 -0.0 0.0 0.000 0.000 -0.065 10.350 -12.6 -0.0 0.0 0.000 0.000 -0.028 11.500 -12.6 -0.0 0.0 0.000 _ 0.000 0.019 2:SEISMIC 1 0.000 8.4 0.1 0.0 -0.011 -0.005 0.424 1.150 8.4 0.1 0.0 -0.011 -0.004 0.345 2.300 8.4 0.1 0.0 -0.011 -0.003 0.266 3.450 8.4 0.1 0.0 -0.011 -0.002 0.186 4.600 8.4 0.1 0.0 -0.011 -0.001 0.107 5.750 8.4 0.1 0.0 -0.011 0.000 0.028 6.900 8.4 0.1 0.0 -0.011 0.001 -0.052 8.050 8.4 0.1 0.0 -0.011 0.002 -0.131 9.200 8.4 0.1 0.0 -0.011 0.003 -0.210 10.350 8.4 0.1 0.0 -0.011 0.004 -0.290 11.500 8.4 0.1 0.0 -0.011 0.005 -0.369 3:SEISMIC 2 0.000 13.0 0.0 -0.0 -0.006 -0.001 0.321 1.150 13.0 0.0 -0.0 -0.006 -0.004 0.268 2.300 13.0 0.0 -0.0 -0.006 -0.006 0.215 3.450 13.0 0.0 -0.0 -0.006 -0.009 0.163 4.600 13.0 0.0 -0.0 -0.006 -0.011 0.110 5.750 13.0 0.0 -0.0 -0.006 -0.014 0.057 6.900 13.0 0.0 -0.0 -0.006 -0.017 0.004 8.050 13.0 0.0 -0.0 -0.006 -0.019 -0.049 9.200 13.0 0.0 -0.0 -0.006 -0.022 -0.101 10.350 13.0 0.0 -0.0 -0.006 -0.024 -0.154 11.500 13.0 0.0 -0.0 -0.006 -0.027 -0.207 4:SEISMIC 3 0.000 9.7 -0.0 -0.0 0.002 0.002 0.037 1.150 9.7 -0.0 -0.0 0.002 -0.003 0.040 2.300 9.7 -0.0 -0.0 0.002 -0.007 0.043 3.450 9.7 -0.0 -0.0 0.002 -0.011 0.045 4.600 9.7 -0.0 -0.0 0.002 -0.016 0.048 5.750 9.7 -0.0 -0.0 0.002 -0.020 0.051 6.900 9.7 -0.0 -0.0 0.002 -0.024 0.053 8.050 9.7 -0.0 -0.0 0.002 -0.029 0.056 9.200 9.7 -0.0 -0.0 0.002 -0.033 0.059 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Run 46 of 49 vvitnout stirrening cyirnaer woad 01P' l 111A111 . Job No Sheet No Rev 409421 47 Part Software licensed to CH2M HILL Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std Dateflime 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 10.350 9.7 -0.0 -0.0 0.002 -0.037 0.061 11.500 9.7 -0.0 -0.0 0.002 _ -0.042 0.064 5:SEISMIC 4 0.000 0.1 -0.0 -0.0 0.008 0.004 -0.272 1.150 0.1 -0.0 -0.0 0.008 0.001 -0.215 2.300 0.1 -0.0 -0.0 0.008 -0.003 -0.158 3.450 0.1 -0.0 -0.0 0.008 -0.007 -0.102 4.600 0.1 -0.0 -0.0 0.008 -0.010 -0.045 5.750 0.1 -0.0 -0.0 0.008 -0.014 0.012 6.900 0.1 -0.0 -0.0 0.008 -0.018 0.069 8.050 0.1 -0.0 -0.0 0.008 -0.022 0.125 9.200 0.1 -0.0 -0.0 0.008 -0.025 0.182 10.350 0.1 -0.0 -0.0 0.008 -0.029 0.239 11.500 0.1 -0.0 -0.0 0.008 -0.033 0.295 6:SEISMIC 5 0.000 -11.2 -0.1 -0.0 0.011 0.008 -0.486 1.150 -11.2 -0.1 -0.0 0.011 0.007 -0.397 2.300 -11.2 -0.1 -0.0 0.011 0.005 -0.308 3.450 -11.2 -0.1 -0.0 0.011 0.003 -0.219 4.600 -11.2 -0.1 -0.0 0.011 0.002 -0.130 5.750 -11.2 -0.1 -0.0 0.011 -0.000 -0.041 6.900 -11.2 -0.1 -0.0 0.011 -0.002 0.049 8.050 -11.2 -0.1 -0.0 0.011 -0.004- 0.138 9.200 -11.2 -0.1 -0.0 0.011 -0.005 0.227 10.350 -11.2 -0.1 -0.0 0.011 -0.007 0.316 11.500 -11.2 -0.1 -0.0 0.011 -0.009 0.405 503 1:DEAD 0.000 -9.2 0.0 -0.0 0.000 0.000 0.118 1.150 -9.2 0.0 -0.0 0.000 0.000 0.069 2.300 -9.2 0.0 -0.0 0.000 0.000 0.031 3.450 -9.2 0.0 -0.0 0.000 -0.000 0.004 4.600 -9.2 0.0 -0.0 0.000 -0.000 -0.013 5.750 -9.2 0.0 -0.0 0.000 -0.000 -0.019 6.900 -9.2 -0.0 -0.0 0.000 -0.000 -0.013 8.050 -9.2 -0.0 -0.0 0.000 -0.000 0.004 9.200 -9.2 -0.0 -0.0 0.000 -0.000 0.031 10.350 -9.2 -0.0 -0.0 0.000 -0.000 0.069 11.500 -9.2 -0.0 -0.0 0.000 -0.000 0.118 2:SEISMIC 1 0.000 7.0 -0.0 0.0 -0.001 0.002 -0.038 1.150 7.0 -0.0 0.0 -0.001 0.005 -0.034 2.300 7.0 -0.0 0.0 -0.001 0.008 -0.031 3.450 7.0 -0.0 0.0 -0.001 0.011 -0.028 4.600 7.0 -0.0 0.0 -0.001 0.014 -0.025 5.750 7.0 -0.0 0.0 -0.001 0.017 -0.022 6.900 7.0 -0.0 0.0 -0.001 0.020 -0.018 8.050 7.0 -0.0 0.0 -0.001 0.023 -0.015 9.200 7.0 -0.0 0.0 -0.001 0.026 -0.012 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 47 of 49 vvltnout surrening cylincaer woa) 0,.„Fr.2451P-•-. Job Na Sheet No Rev 409421 48 Software licensed to CH2M HILL Part JobTitie Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std DateTme 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip•ft) (kip-ft) 10.350 7.0 -0.0 0.0 -0.001 0.029 -0.009 11.500 7.0 -0.0 0.0 -0.001 0.032 -0.006 3:SEISMIC 2 0.000 11.5 0.1 0.0 -0.027 -0.003 0.691 1.150 11.5 0.1 0.0 -0.027 0.000 0.555 2.300 11.5 0.1 0.0 -0.027 0.003 0.420 3.450 11.5 0.1 0.0 -0.027 0.006 0.285 4.600 11.5 0.1 0.0 -0.027 0.009 0.149 5.750 11.5 0.1 0.0 -0.027 0.012 0.014 6.900 11.5 0.1 0.0 -0.027 0.015 -0.122 8.050 11.5 0.1 0.0 -0.027 0.018 -0.257 9.200 11.5 0.1 0.0 -0.027 0.021 -0.392 10.350 . 11.5 0.1 0.0 -0.027 0.024 -0.528 11.500 11.5 0.1 0.0 -0.027 0.027 -0.663 4:SEISMIC 3 0.000 9.0 0.2 0.0 -0.036 -0.005 1.031 1.150 9.0 0.2 0.0 -0.036 -0.004 0.833 2.300 9.0 0.2 0.0 -0.036 -0.003 0.635 3.450 9.0 0.2 0.0 -0.036 -0.002 0.438 4.600 9.0 0.2 0.0 -0.036 -0.001 0.240 5.750 9.0 0.2 0.0 -0.036 -0.000 0.043 6.900 9.0 0.2 0.0 -0.036 0.001 -0.155 8.050 9.0 0.2 0.0 -0.036 0.002 -0.352 9.200 9.0 0.2 0.0 -0.036 0.003 -0.550 10.350 9.0 0.2 0.0 -0.036 0.003 -0.748 11.500 9.0 0.2 0.0 -0.036 0.004 -0.945 5:SEISMIC 4 0.000 1.4 0.1 -0.0 -0.024 -0.005 0.750 1.150 1.4 0.1 -0.0 -0.024 -0.007 0.609 2.300 1.4 0.1 -0.0 -0.024 -0.008 0.468 3.450 1.4 0.1 -0.0 -0.024 -0.009 0.327 4.600 1.4 0.1 -0.0 -0.024 -0.011 0.186 5.750 1.4 0.1 -0.0 -0.024 -0.012 0.045 6.900 1.4 0.1 -0.0 -0.024 -0.014 -0.096 8.050 1.4 0.1 -0.0 -0.024 -0.015 -0.237 9.200 1.4 0.1 -0.0 -0.024 -0.017 -0.378 10.350 1.4 0.1 -0.0 -0.024 -0.018 -0.519 11.500 1.4 0.1 -0.0 -0.024 -0.019 -0.660 6:SEISMIC 5 0.000 -7.0 0.0 -0.0 0.001 -0.003 0.038 1.150 -7.0 0.0 -0.0 0.001 -0.006 0.034 2.300 -7.0 0.0 -0.0 0.001 -0.009 0.031 3.450 -7.0 0.0 -0.0 0.001 -0.012 0.028 4.600 -7.0 0.0 -0.0 0.001 -0.015 0.025 5.750 -7.0 0.0 -0.0 0.001 -0.019 0.022 6.900 -7.0 0.0 -0.0 0.001 -0.022 0.018 8.050 -7.0 0.0 -0.0 0.001 -0.025 0.015 9.200 -7.0 0.0 -0.0 0.001 -0.028 0.012 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 48 of 49 vvitnout suTrening cyiinaer woad Fly-, Job No Sheet No Rev 409421 49 Software licensed to CH2M HILL Part Job Ttle Durham Pearl 2000 support frame Ref By T.Petty Datcl4-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5.std I DateTme 01-Mar-2012 14:30 Beam Force Detail Cont... Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (ft) (kip) (kip) (kip) (kip-ft) (kip-ft) (kip'ft) 10.350 -7.0 0.0 -0.0 0.001 -0.031 0.009 11.500 -7.0 0.0 -0.0 0.001 -0.034 0.006 Print Time/Date:01/03/2012 14:56 STAAD.Pro V8i(SELECTseries 2)20.07.07.19 Print Run 49 of 49 AAD SPACE vvitnvut stiffening cynnaer ivaa) ART JOB INFORMATION 3INEER DATE 14-Feb-12 B NAME Durham Pearl 2000 support frame B CLIENT Durham WWTP (CWS) B NO 409421 3INEER NAME T.Petty D JOB INFORMATION PUT WIDTH 79 IT INCHES KIP INT COORDINATES 0 0 0; 2 138 0 0; 3 0 0 138; 4 138 0 138; 5 0 27.96 0; 6 40.42 27.96 0; 69 27.96 0; 8 97.58 27.96 0; 9 138 27.96 0; 10 20.21 27.96 20.21; 117.79 27.96 20.21; 12 0 27.96 40.42; 13 138 27.96 40.42; 14 0 27.96 71; 138 27.96 71; 16 0 27.96 97.58; 17 138 27.96 97.58; 18 20.21 27.96 117.79; 117.79 27.96 117.79; 20 0 27.96 138; 21 40.42 27.96 138; 22 69 27.96 138; 97.58 27.96 138; 24 138 27.96 138; MBER INCIDENCES 12 10; 2 10 6; 3 8 11; 4 11 13; 5 18 16; 6 21 18; 7 19 23; 8 17 19; 10 5 1; 9 2; 12 20 3; 13 24 4; 100 5 6; 101 6 7; 102 7 8; 103 8 9; 200 20 21; 1 21 22; 202 22 23; 203 23 24; 300 5 12; 301 12 14; 302 14 16; 303 16 20; 0 9 13; 401 13 15; 402 15 17; 403 17 24; 500 1 2; 501 1 3; 502 2 4; 503 3 4; FINE MATERIAL START OTROPIC STEEL 29000 ISSON 0.3 NSITY 0.000283 PHA 6e-006 HP 0.03 PE STEEL RENGTH FY 36 FU 58 RY 1.5 RT 1.2 D DEFINE MATERIAL KBER PROPERTY AMERICAN TO 8 100 TO 103 200 TO 203 300 TO 303 400 TO 403 TABLE ST W12X40 IT FEET KIP KBER PROPERTY AMERICAN TO 13 TABLE ST W10X45 0 TO 503 TABLE ST HSST3X3X0.25 IT INCHES KIP NSTANTS TA 90 MEMB 10 TO 13 TERIAL STEEL ALL PPORTS PINNED FIXED BUT FZ MX MY MZ FIXED BUT FX FZ MX MY MZ FIXED BUT FX MX MY MZ KBER RELEASE 3 6 8 START MY 4 5 7 END MY IT FEET KIP AD 1 LOADTYPE Dead TITLE DEAD LFWEIGHT Y -1 LIST 1 TO 8 10 TO 13 100 TO 103 200 TO 203 300 TO 303 400 - 1 TO 403 500 TO 503 INT LOAD 10 11 14 15 18 19 22 FY -16.3 9 20 24 FY -0.1 AD 2 LOADTYPE Seismic TITLE SEISMIC 1 INT LOAD FY -14.3 11 FY -10.7 15 FY -2.1 19 FY 10.7 FY 14.3 10 11 14 15 18 19 22 FZ -5.3 10 11 14 15 18 19 22 MX -2.7 AD 3 LOADTYPE Seismic TITLE SEISMIC 2 INT LOAD FY -14.3 14 FY -10.7 18 FY -2.1 22 FY 10.7 FY 14.3 10 11 14 15 18 19 22 FX -3.7 FZ -3.7 10 11 14 15 18 19 22 MX -1.9 MZ 1.9 AD 4 LOADTYPE Seismic TITLE SEISMIC 3 INT LOAD FY -14.3 18 FY -10.7 18 FY -10..yvitnout stiffening Gym-icier woad 22 FY -2.1 19 FY 10.7 FY 14.3 10 11 14 15 18 19 22 FX -5.3 10 11 14 15 18 19 22 MZ 2.7 AD 5 LOADTYPE Seismic TITLE SEISMIC 4 INT LOAD FY -14.3 22 FY -10.7 19 FY -2.1 15 FY 10.7 FY 14.3 10 11 14 15 18 19 22 FX -3.7 FZ 3.7 10 11 14 15 18 19 22 MX 1.9 MZ 1.9 AD 6 LOADTYPE Seismic TITLE SEISMIC 5 INT LOAD FY -14.3 19 FY -10.7 15 FY -2.1 11 FY 10.7 FY 14.3 10 11 14 15 18 19 22 FZ 5.9 10 11 14 15 18 19 22 MX 2.7 AD COMB 7 LRFD 1 1.4 AD COMB 8 LRFD 2A 1.2 2 1.0 AD COMB 9 LRFD 2B 1.2 3 1.0 AD COMB 10 LRFD 2C 1.2 4 1.0 AD COMB 11 LRFD 2D 1.2 5 1.0 AD COMB 12 LRFD 2E 1.2 6 1.0 AD COMB 13 LRFD 3A 0.9 2 1.0 AD COMB 14 LRFD 3B 0.9 3 1.0 AD COMB 15 LRFD 3C 0.9 4 1.0 AD COMB 16 LRFD 3D 0.9 5 1.0 AD COMB 17 LRFD 3E 0.9 6 1.0 RFORM ANALYSIS FINE ENVELOPE TO 6 ENVELOPE 1 TYPE STRESS TO 17 ENVELOPE 2 TYPE STRESS D DEFINE ENVELOPE NISH vvitnout stiffening cyiinaer woad Foripo. -, Job No Sheet No Rev 409421 1 Software licensed to CH2M HILL Part Job Title Durham Pearl 2000 support frame Ref By T.Petty Date14-Feb-12 Chd Client Durham WWTP(CWS) File Support frame v5a.std Daternme 01-Mar-2012 15:37 Reactions Horizontal Vertical Horizontal Moment Node L/C FX FY FZ MX MY MZ (kip) (kip) (kip) (kip-ft) (kip-ft) (kip-ft) 1 1:DEAD -0.0 33.3 -0.0 0.0 0.0 0.0 2:SEISMIC 1 0.3 21.1 21.5 0.0 0.0 0.0 3:SEISMIC 2 15.2 28.7 15.3 0.0 0.0 0.0 4:SEISMIC 3 21.4 20.9 0.4 0.0 0.0 0.0 • 5:SEISMIC 4 14.8 1.3 -14.7 0.0 0.0 0.0 6:SEISMIC 5 -0.3 -19.5 -23.9 0.0 0.0 0.0 3 1:DEAD 0.0 33.8 0.0 0.0 0.0 0.0 2:SEISMIC 1 -0.3 -19.0 0.0 0.0 0.0 0.0 3:SEISMIC 2 14.4 1.5 0.0 0.0 0.0 0.0 4:SEISMIC 3 21.0 21.1 0.0 0.0 0.0 0.0 5:SEISMIC 4 14.8 28.9 0.0 0.0 0.0 0.0 6:SEISMIC 5 0.3 21.6 0.0 0.0 0.0 0.0 Print Time/Date:02/03/2012 09:39 STAAD.Pro V8i (SELECTseries 2)20.07.07.19 Print Runt of 1