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Specifications OFFICE COPY euP,2o20-00/ 3 ry5a raw eVe IEEE Project • Engineering Sheet Miriam,Heavy AS-SS1646-02-CL-G Timber Design& ENTERPRISE ENGINEERING Shop Drawings Tigard, OR of 102 C O N S U L T A N T S, L T D. ,compete 710 French St. Building Deelgn Job No. 13484 R Ckd. Init. TJE P.O,Box 163 Ph'. 715-582-4501 'nfc@eecltl.com Posh)yo,W154157 Fax: 715-582-4975 www.eecld.com Client No. 20-077-A Rev. i TJE 5-26-20 Date 4-27-20 CLIENT-- RCP Shelters, Inc. ARCHITECT- ,rUN 08 20r'0 DESIGN STD. AISC 360-16,ACI 318-14 MATERIAL: Tubes-A500 Grade C Plates-ASTM A572 Grade 50 Bolts-A325 (Except A.B.'s) Soil Bearing -2500 psf Vert. Bearing&250 pcf Lateral Bearing (Per Geotechnical Report Dated 6-28-17) Concrete-F'c=4500 psi DESIGN CRITERIA: 2019 Oregon Structural Speciality Code w/2018 IBC Type of Construction: Type II-B Occupancy Classification: Utility U Building Risk Category II Mean Roof Height= 12'-0" Building Volume=8,830 ft3 No. of Occupants=49 (15 ft2 per person) ROOF DL Metal Roofing 1.2 psf Misc. 0.8 psf Total =2.0 psf+weight of framing FLOOR LL L= 100 psf ROOF LL APP Plans rov Lr =20 psf ed ROOF SL shall be on job site. P9= 10 psf(Ground Snow) Ps= 20 psf on Roof WIND LOAD VDn =97 mph,Vasd =75 mph Exposure'C', Open Building w/GC i=0 Component&Cladding Ultimate Wind Pressures: See Sheet#4 SEISMIC IE = 1.0 Ss=0.852, S1=0.392 Site Class D sp PROF SDS= 0.658, Sol= 0.499 SGINF��S's Seismic Design Category D • *5 4-4 , Equivalent Lateral Force Procedure -. P09,15PE \? •Cantilevered Column Systems-Steel ordinary cantilever column system fr/ r R= 1.25, Cs= 0.526, p = 1.3, V=4,600# o91 OEGON-200 i (EXPIRES 12-31- 21 5/26/2020 OPEN BUILDING WIND PRESSURE FROM ASCE 7-16(MINERS) Shoot 2 (Monoslope Roof with 0545% of (0.25 5 hlL 5 1.0) 13484 R P=q,`G'CN TJE 04124/20 Wind Flow CLEAR 1 REV. TJE 5l26120 Risk Category II Table 1 51 Wind Speed(V,m)= 97 mph Wind Speed(V,)= 75 mph Mean Roof Height(h) 12 ft Roof Length(L) 16 ft Roof Pitch 2 Exposure Category C K. 1.00 Table 26 9-1 Ks 1.00 Refer to Section 26.8.2 Ka 0.85 Table 26.6-1 K 0.85 NL=0.75 G 0.85 4= = 17.40 psf Or=0.00256(K)Ks(K4)(KxV)' Roof Angle = 9.4623 Degrees Cu I PERPENDICULAR TO THE RIDGE I -0.681 -1.081 I -1.531 0,001 1.001 I 1.001 -0.80 -0.80 1.801 -1.80 MOO -1,80 CASE'A' CASE'B' PRESSURES(psf) 1 40.041 -15.951 1 -22.641 0.001 14.791 1 14.79) .11.83 -11.83 26.631 -26.63 1 26.631 -26.63 CASE'A' CASE'S' CN 1 PERPENDICULAR TO THE RIDGE I 1.001 1.531 1 1.651 0.381 1 -0.80) 1 -0.80 1.001 1 1.001 1.801 I -1.801 mii))' I -1.80 CASE'A' CASE'S' PRESSURES(psf) NIELLUIIIIIMU„,: I 24.441 5.601 1 -11.831 1 -11.83 14.791 1 14.791 26.63. BEM 1 26.631 1 .26.63 CASE'A' CASE'B' CN PARALLEL TO THE RIDGE Hors.Dist.From Hors.Dist.From Windward Ed Windward Ed -0.30 >24' 030 >24' -0.60 12'to 24' 0.50 12'to 24 -030 0'to 17 r 080 0'to 17 CASE'A' CASE'B' PRESSURES(psf) Hors.Dist.From Hon_Dist.From Windward Ed-to Windward E a IMMO=111E12:11 4.44 >24 MOM Mil= 7.40 12'to 24' '®' 1113 ffto17 Ibl CASE'A' CASE'8' Sheet 3 OPEN BUILDING COMPONENT&CLADDING PRESSURE FROM ASCE 7-16 of (Monoslope Roof with 8545°) 1348E R (0.25 5 h/L 5 1.0) P=qh*G`CN TJE 04/24/20 1 REV. TJE 5/26120 Wind Flow CLEAR Risk Category ii Table 1.5-1 Wind Speed MO= 97 mph Wind Speed(Vsil)= 75 mph Mean Roof Height(h) 12 ft Roof Length(L) 16 ft Roof Pitch 2 Exposure Category C Ks 1.00 Table 26 9-1 1.00 Refer to Section 26.8.2 Kd 0.85 Table 26.6-1 K, 0.85 h/L=0.75 G 0.85 4= = 17.40 psf qz=0.00256(Kz)KAKd)(KQ)(V)2 Roof Angle = 9.4623 Degrees CN Effective Wind Area Zone 3 Zone 3 Zone 2 Zone 2 Zone 1 Zone 1 5 a2 3.30 -4.10 2.48 -2.31 1.65 -1.53 >a2, 5 (4.0)a2 2.48 -2.31 2.48 -2.31 1.65 -1.53 >(4.0)a2 1.65 -1.53 1.65 -1.53 1.65 -1.53 Pressure (psf) Effective Wind Area Zone 3 Zone 3 Zone 2 Zone 2 Zone 1 Zone 1 5 a2 48.9 -60.6 36.7 -34.2 24.4 -22.6 >a2, 5 (4.0)a2 36.7 -34.2 36.7 -34.2 24.4 -22.6 >(4.0)a2 24.4 -22.6 24.4 -22.6 24.4 -22.6 a 3 a 2 1 2 3 _..-_*-1 a I a 4 L PLAN Project Sheet 4 of Job No. 13484 R Ckd. Init. TJE Cad Rev. Date 4-24-2020 a / ate a / a , 1 as Oi i I i Io I I o � I II 2 11 Ct ROOF PLAN a = 3'-0" ULTIMATE PRESSURES FOR COMPONENTS & CLADDING ZONE PRESSURE SUCTION 1 24.4 PSF 22.6 PSF 2 36.7 PSF 34.2 PSF 3 48.9 PSF 60.6 PSF Sheet 5 of Alt Hazards by Location 13484 R TJE 4-24-2020 1 REV. TJE 5-26-2020 Search Information Coordinates: 45.4141, -122.7743 Vancouver tSeldi ifi 275 R Elevation: 275 ft land mk Hills4Ord° Timestamp: 2020-04-22T21:03:01.776Z BeavI►tan Gresham c77r4: re Mt. Hazard Type: Seismic Nation Reference ASCE7-16 Document: ? Google Map data©2020 Goole Risk Category: II g Site Class: D Basic Parameters SECTION 11 .4.8 Name Value Description EXCEPTION #2 Ss 0.852 MCER ground motion (period=0.2s) F „= 1.908 Skit = 0.392*1.908 = 0.748 Si 0.392 MCER ground motion (period=1.0s) SD I =2/3*0.748 = 0.499 Ts =0.499/0.658 = 0.758 sec SMS 0.988 Site-modified spectral acceleration value T= C,*hilx SM1 *null Site-modified spectral acceleration value T= 0.02*10.0°•75 = 0.112 sec T < Ts SOS 0.658 Numeric seismic design value at 0.2s SA Cs = Sos/(R/IE) = 0.658/(1.25/1.0) Cs =0.526 SD1 *null Numeric seismic design value at 1.0s SA W= 8,639# * V= Cs *W=0.526*8,639# See Section 11.4.8 V=4,544# Additional Information Name Value Description SDC *null Seismic design category Fa 1.159 Site amplification factor at 0.2s F„ *null Site amplification factor at 1.0s CRs 0.885 Coefficient of risk(0.2s) CR1 0.866 Coefficient of risk(1.0s) PGA 0.388 MCEG peak ground acceleration FPGA 1.212 Site amplification factor at PGA PGAM 0.47 Site modified peak ground acceleration TL 16 Long-period transition period (s) Sheet 6 SsRT 0.852 Probabilistic risk-targeted ground motion(0.2s) of 13484 R SsUH 0.962 Factored uniform-hazard spectral acceleration (2% probability of TJE 4-24-2020 exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value(0.2s) Si RT 0.392 Probabilistic risk-targeted ground motion(1.0s) S1 UH 0.453 Factored uniform-hazard spectral acceleration(2% probability of exceedance in 50 years) S1D 0.6 Factored deterministic acceleration value(1.0s) PGAd 0.5 Factored deterministic acceleration value(PGA) * See Section 11.4.8 The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. Sheet 7 ilik McELROY METAL Of 13484 R TJE 4/24/2020 CORPORATE OFFICE • P.O. BOX 1148 • SHREVEPORT, LA 71 1 63-1 1 48 • (318) 747-8000 • FAX (318) 747-8029 7 ;tell !IlCMM 13J1Ip'rll,l Issue Date :June 1,2006 Revised :August 29,2011 No. 07-213-06 Mega-Rib Rare&Painted • i_ r.. 7.2'--I t IAR' ) 26' COVERAGE TOP IN COMPRESSION BOTTOM IN COMPRESSION GAUGE FY WEIGHT V. Pe em P._im Ix S. a Ix S. • (ksl) (psf) (kiplft.) (ibs/It) (Ibs/ft.) (in.4/ft.) (In.3/ft.) (kip (in.fit.) 3 (wP in/fl 1 f ) (In./ft.) in/ff 1 74 50.0 1 17 1 2160 214.67 576 44 0 0970 0.1215 3.6370 0.0970 0.1126 3.3700 1.Section properties are calculated in accordance with the 2007 AISI North American Specification for the Design of Cold-Formed Steel Structural Members. 2.Va is the allowable shear. 3.Pa is the allowable bad for web crippling on end&interior supports. 4.Ix is for deflection determination. 5.Se is for bending. 6.Ma is the allowable bending moment. 7.All values are for one foot of panel width. Allowable Uniform Loads (PSF) SJan in Feet Span Type Load Type 3.50 4.00 4.50 5.00 5.50 6 0D F:50 7.00 7 A) 8.00 B.50 9.00 9.50 10.00 10.50 11.00 Positive Wind 197 151 119 96 80 67 57 49 43 37 33 29 26 24 21 20 Negative Wind 183 140 110 89 74 62 53 45 39 35 31 27 24 22 20 18 Single Live 197 151 119 96 80 67 57 49 43 37 33 29 26 24 21 20 Deflection(U180) 197 132 93 67 50 39 30 24 20 16 13 11 9 8 7 6 Deflection(1/240) 148 99 69 50 38 29 23 18 15 12 10 8 7 6 5 4 Positive wind 174 134 107 67 72 61 52 45 39 34 30 27 24 22 20 18 Negative Wind 186 144 115 94 78 65 56 48 42 37 33 29 26 24 21 19 2 Span Live 174 134 107 87 72 61 52 45 39 34 30 27 24 22 20 18 Deflection(U180) 476 319 224 163 122 94 74 59 48 39 33 28 23 20 17 15 0eflec500(1./240) 357 239 168 122 92 70 55 44 36 29 24 21 17 15 13 11 Positive Wind 213 165 132 108 90 76 65 56 49 43 38 34 30 27 25 23 Negative Wind 227 177 142 116 96 81 69 60 52 46 41 36 33 29 27 24 3 Span Live 213 165 132 108 90 76 65 56 49 43 38 34 30 27 25 23 0ellection(U180) 373 249 175 127 96 74 56 46 37 31 26 21 18 15 13 12 Deflection(U240) 279 187 131 95 72 55 43 34 28 23 19 16 13 11 10 9 Positive Wind 200 155 124 101 84 71 60 52 45 40 35 32 28 25 23 21 Negative Wind 214 166 133 108 90 76 85 56 49 43 38 34 31 28 25 23 4 Span Live 200 155 124 101 84 71 60 52 45 40 35 32 28 25 23 21 Deflection(U180) 396 265 186 135 102 78 61 49 40 33 27 23 19 16 14 12 Deflection(U240) 297 199 139 101 76 58 46 37 30 24 20 17 14 12 11 9 Notes: 1.Allowable uniform loads are based upon equal span lengths. 2.Positive Wind is wind pressure end isNOT increased by 33 113%. 3.Negative Wind is wind suction or uplift and idiOT increased by 33 1/3%. 4.Live is the allowable live or snow load. 5.Deflection(U180)is the allowable load that limits the panels deflection to U180 while under positive or live load. 6.Deflection(U240)is the allowable load that limits the panel's delecton to U240 while under positive or live load. 7.The weight of the panel hastlOT been deducted from the allowable loads. 8.Positive Wind,Negative Wind,and Live Load values are limited to combined shear&bending using Eq.C3.3.1-1 of the AISI Specification_ 9.Positive Wind and Live Load values are limited by web crippling using a bearing lenglh of 2'_ 10.Web crippling values are determined using a ratio of the uniform loadcblellysuppoded by the top flanges of the section. 11.Load Tables are limited to a maximum allowable load of 500 pat. CORPORATE OFFICE SHREVEPORT, LOUISIANA MIDWEST DIVISION • CLINTON,IL SOUTHEAST DIVISION • PEACHTREE CITY,GA WESTERN DIVISION • ADELANTO,CA NORTHEAST DIVISION • WINCHESTER.VA SOUTHWEST DIVISION • BOSSIER CITY,LA BLUEGRASS DIVISION• LEWISPORT.KY WEST TEXAS DIVISION • MERKEL, TX GREAT LAKES DIVISION • MARSHALL,MI x 24 ga. x 50 ksi Mega-Rib Metal Roofing ofeet8 13484 R TJE 4-27-2020 Mi. M2 M3 t M4 {M5. 5.187 ft. 5.188 ft. 5.187 ft. 0.292 ft. 0.367 ft. M = 1 . 149 k-in Ma = 3.637 k-in. OK M = -1 .008 k-in Ma = -3.370 k-in. OK OMAX. = 0. 106" - L/587 < L/60 OK EEC SK - 1 Thomas J. Ellaysky Metal Deck Apr 24, 2020 at 12:00 PM 13484 R 13484 Metal Deck.r3d IIIRISA Company : EEC 1Apr 2:01 ,2020 M Designer : Thomas J.Ellaysky 12:01 Job Number : 13484 R Checked By: q,: .. Model Name : Metal Deck rattha9 Undo/Cattinuc Display Sections for Member Calcs 3 Max Internal Sections for Member Calcs 99 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh(in^2) 144 Merge Tolerance(in) .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automatically Iterate Stiffness for Walls? Yes Max Iterations for Wall Stiffness 3 Gravity Acceleration(ft/sec^2) 32,2 Wall Mesh Size(in) 24 Eigensolution Convergence Tol.(1.E-) 4 Vertical Axis Y Global Member Orientation Plane XZ Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 15th(360-16):ASD Adjust Stiffness? Yes(Iterative) RISAConnection Code AISC 15th(360-16):ASD Cold Formed Steel Code AISI S100-16:ASD Wood Code AWC NDS-18:ASD Wood Temperature <100F Concrete Code ACI 318-14 Masonry Code TMS 402-16:ASD Aluminum Code AA ADM1-15:ASD-Building Stainless Steel Code None Number of Shear Regions 4 Region Spacing Increment(in) 4 Biaxial Column Method Exact Integration Parme Beta Factor(PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? No Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diem.Spacing? No Concrete Rebar Set REBAR SET ASTMA615 Min%Steel for Column 1 Max%Steel for Column 8 Seismic Code ASCE 7-16 Seismic Base Elevation(ft) Not Entered Add Base Weight? Yes Ct X .02 Ct Z .02 T X(sec) Not Entered T Z(sec) Not Entered R X 1.25 R Z 1.25 Ct Exp.X .75 Ct Exp.Z .75 SD1 .499 SDS .658 S 1 .392 TL(sec) 16 Risk Cat l or ll Drift Cat Other Om Z 1.25 Om X 1.25 Cd Z 1.25 Cd X 1.25 Rho Z 1.3 Rho X 1.3 Clanora!Malarial Pmpartioc I T rm 1 D ns' I ^ 1 GM 8 2.9e+7 1.115e+7 .3 .65 0 RI A-3 Version 17.0.4 [C:\Users\ e. es op , igard, 11 ngineering\1 84 etal ec .r d) age I i,R ISA Des gner : Thomas J.Ellaysky Apr 24,2020 Job Number 12:01 PM 13484 R Checked By: Model Name : Metal Deck Joint Cnnrdinatac and Tamparaturac Label X Iftl Y fftl Z Iftl Temp fF] Detach From Dia... 1 N1 0 0 0 0 2 N2 292 0 0 0 3 N3 5.479 0 0 0 4 N4 10 667 0 0 0 5 N5 15.854 0 0 0 6 N6 16221 0 0 0 Joint Rr undary ('nnditinnc Joint Label X fib/in] Y flb/inl Z flb/inl X Rotjk-ft/radl Y Rot.fk-ft/radl Z Rot.fk-ft/radl 1 N2 Reaction Reaction Reaction Reaction 2 N3 Reaction Reaction 3 N4 Reaction Reaction 4 N' Reaction Reaction Mamhar Primary data Label I Joint J Joint K Joint}2otatef.. Section/Shaoe Tyoe Design List Material Design Rules 1 Mt N1 N7 24 GA.Meaa Rib Beam . None GM8 Tvoical 2 M2 N2 N3 24 GA.Mena Rih Beam None 0448 Tvoical 3 M3 N3 N4 24 GA.Meaa Rib Beam None GM8 Tvoical 4 M4 N4 N5 24 GA.Mega Rib Beam None GM8 Tvoical 5 M5 N5 N6 24 GA.Meaa Rib Beam None GM8 Tvoical Mamhar drlvanrari data Label I Release J Release I Offsetf'inl J OffsetfinhT/C Only Phvsi..,Del Ratio OD...Analysis Offsetfinl Inactive ,Seismic Design R... 1 M1 Yes OX None 2 M2 Yes 3 M3 , Yes None 4 M4 None Yes 5 M5 Yes None None Mamhar Ilictrihutad I nark (RI (` -I • d) Member Label Direction Start Maanitudeflb/ft,F.nsfl End Maanitudellb/f... Start Locationfft.%1 End Locationfft.%1 1 M1 Y -1.973 -1.973 0 0 2 M2 Y -1.973 -1,973 0 0 3 M3 Y -1.973 -1.973 0 0 4 M4 Y -1.973 -1.973 0 0 Mamhar dictrihretarl I nark (RI (_ 9 • S) Member Label Direction Start Maanitudefib/ft.F.osfl nd Maanitudeflb/f.. Start Locationfft.%1 End Locationfft.%1 1 M1 Y -19.459 -19.459 0 0 2 M2 Y -19 459 -19.459 0 0 3 M3 Y -19.459 -19.459 0 0 4 M4 Y -19.459 -19 459 0 0 Mamhar dictrihutarl I nadc (RI C• 'I - W I all ) Member Label Direction Start Maanitudeflb/ft.F.osf End Maanitudeflb/f.. Start Locationfft.%1 End Locationfft.%1 1 M1 Y -14.86 -14.86 0 0 2 M2 Y -14 86 -14.86 0 0 3 M3 Y -14.86 -14.86 0 2.632 4 M3 Y 58 -77.58 2.632 %100 5 M4 -22.58 0 0 Y 58 6 M5 Y .58 -22 58 0 0 Mamhar dictrihntari I nadc (RI ( A • W I at9) Member Label Direction Start Maanitudeflb/ft.F,osf End Maanitudeflb/f... Start Locationfft.%1 End Locationfft.%1 1 M1 Y -24.44 -24.44 0 0 2 M2 Y -24.44 -24.44 0 0 3 M3 Y -24A4 -24.44 0 2.632 4 M3 Y -5 6 -5 6 2.632 %100 5 M4 Y -5.6 -5 6 0 0 6 M5 Y -5 6 -5 6 0 0 Mamhar dictrihntad I ado (RI ( 4 - W I all ) Li J Member Label Direction Start Maanitudeflb/ft,F.nsFl �nd Maanitudeltblf...Start Locationfft.%1 End Locationfft.%1 Y I 15 95 1 95 0 D RISA- ersion 17.0.4 :1 sers tje. es op\ - - , iga , 134 ngineenng a .r age Company : EEC Apr 24,2020 ''R'S IA Designer : Thomas J.Ellaysky 12:01 PM Job Number : 13484 R Checked By:_ q,E,._ .,,,,, Model Name : Metal Deck Mamba',nictrihrrtod I nadc (RI ( 5 • W I atl) (rnntinuarl) Member Label Direction Start Maanitudeflb/ft.F,osfl End Macnitudeflb/f... Start Locationfft.%1 End Locationfft,%1 2 M2 Y 15 95 15.95 0 0 3 M3 Y 15.95 15.95 0 _ 2.632 4 M3 Y 1004 1004 2632 %100 5 M4 Y 10.04 10.04 0 0 6 M5 Y 10 04 10.04 0 0 Momhar nictrihrrtod I nadc (RI ( R - W I atd) Member Label Direction Start Magnitudeabtft.F.osfl End Magnitudepb/f... Start Location[ft.%1 End Locationfft.%1 1 M1 Y 0 0 0 0 2 M2 Y 0 0 0 0 3 M3 Y 0 0 0 2.632 4 M3 Y 72 64 22 64 7.632 %100 5 M4 Y 22.64 22.64 0 0 6 _ M5 Y 22.64 22.64 0 0 Mamhar nictrihrrtod I nadc (RI (` 7 • w(r+r. nnwN) Member Label Direction Start Magnitudeflb/ft.F.osfj End Magnitudeflb/f... Start Locationfft.%1 End Locationfft.% 1 M1 Y -48,9 -48.9 0 0 2 M2 Y -48.9 -48.9 0 0 3 M3 Y -48.9 -48.9 0 0 4 M4 Y -48.9 -48.9 0 0 5 M5 Y -48.9 -48.9 0 0 Mamhpr nictrihrrtod I nadc (RI ( R • W r+r. IIP) Member Label Direction Start Maanitudeflb/ft.F.psfj End Maanitudellb/f.. Start Location[ft%] End Locationfft.%1 1 M1 Y 60.6 60.6 0 0 2 M2 Y 60.6 60.6 0 0 3 M3 Y 60.6 60.6 0 0 4 M4 Y 60.6 60.6 0 0 5 M5 Y 60.6 60.6 0 0 Racir I nod racac BLC Description Category X GravityY GravilyZ Gravity Joint Point Distribu..Aree(Mem...5urface(Plate/Walll 1 D 4 2 S SL 4 3 W Lat1 WL+X 6 4 W Lat2 WL+Y 6 5 W Lat3 WL-X 6 6 W Lat4 WL-Y 6 7 W C+C DOWN WL+Z 5 8 W C+C UP WL-Z 5 I nad(`nmhinatinnc Description SoL..P...$... BLC Fa... BLC Fac... BLC Factor BLC Factor BLC Fac.. BLC F......F....., F....,. F...... F.. 1 D Yes DL 1 2 D+S Yes DL 1 SL 1 3 D+0.6W I at1 Yes , DL 1 WL+X .6 4 D+0.6W Lat2 Yes DL 1 WL+Y .6 5 D+3/4(S+0.6W I at11 Yes DL 1 SL .75 WL+X .45 _ 6 D+3/4(S+0.6W Lat21 Yes DL 1 SL .75 WL+Y, .45 7 0.6D(1,17 osfl+0.6W L...Yes DL ,351 WL-X 6 8 0 6D(1 17 ps0+0.6W L ,Yes DL ,351 WL-Y .6 9 D+0.6W C+C Down Yes DL 1 WL+Z .6 10 0.6D(1 17 osfl+0.6W. Yes DL ,351 WL_Z .6 1 0.47W C+C UP Yes WL-Z .42 I nad rnmhinatinn nation Description ASIF CD Service Hot Rolled Cold Formed Wood Concre.IMasonrvAlumin..,Stainle..,Conne... 1 Yes Yes 2 u-,a Yes Yes 3 D+0.6W Lat1 Yes Yes 4 D+0.6W Lat2 Yes Yes 5 D+3/4(S+0.6W Lat11 Yes Yes 6 D+3/4(S+0 6W Lat21 Yes Yes 7 0.6D(1.17 os0+0.6W Lat3 Yes Yes 8 0.6D(1 17 osfl+0.6W Lat4 , Yes Yes 9 D+0.6W C+C Down Yes Yes 10 0 6D(1 17 osfl+0 6W C+C UP Yes Yes - ersion . .4 : sersltje. es op 134 -S , igard, 84 ngineering113 etal eck.r3d1 age 1 Company : EEC Apr 24,2020 sgh 12:01 PM q1-11�rSA Job iNunermber T 13484 omas RJ.Ellaysky Checked By: ,.,,,,,. Model Name : Metal Deck I mar/ Cnmhinafinn I7acign (Cnntiniipr/) Description ASIF CD Service Hot Rolled Cold Formed Wood Concre..MasonryAlumin... tainie...Conne... 111 I 0.42W C+C UP I I I Yes I Yes I I .I I I I I I /pint Raartinnc (Ry Itam) LC Joint Label X 1Ib1 Y pi Z p•] MX Ik-in] MY jk-inl MZ[k-in] 1 1 N2 0 4.69 0 0 0 0 2 2 0 50.949 0 0 0 0 3 3 0 25.811 0 0 0 0 4 4 0 39.701 0 0 0 0 5 5 0 55.225 0 0 0 0 6 6 0 65642 0 0 0 0 7 7 0 -21.147 0 0 0 0 8 8 0 1.842 0 0 0 0 9 9 0 74.413 0 0 0 0 10 10 0 -84.759 0 0 0 0 11 11 0 -60.483 0 0 0 0 12 1 N3 0 11.232 0 , 0 0 0 13 2 0 122.013 0 0 0 0 14 3 0 62.791 0 0 _ 0 0 15 , 4 0 92.952 0 0 0 0 16 . 5 0 132.987 0 0 0 0 17 6 0 155.608 0 0 0 0 18 7 , 0 -50.013 0 0 0 0 19 8 0 1,733 0 0 0 0 20 9 0 178418 0 0 0 0 21 10 0 -203.244 0 0 0 0 22 11 0 -145.031 0 0 0 0 23 1 N4 0 11.265 0 0 0 0 24 2 0 122.365 0 0 0 0 25 3 0 87.388 0 0 0 0 26 4 0 32.69 0 0 0 0 27 5 0 151.682 0 0 0 0 28 6 0 110.659 0 0 0 0 79 7 0 -31.04 0 0 0 Q 30 8 0 -70.544 0 0 0 0 31 9 0 178.171 0 0 0 0 32 10 0 -202 887 0 0 0 0 33 11 0 -144.789 0 0 0 0 34 1 N5 0 4.093 0 0 0 0 35 2 0 44.456 0 0 0 0 36 3 0 37.482 0 0 0 0 37 4 0 12.126 0 0 0 0 38 5 0 59.407 0 0 0 0 39 6 0 40,391 0 0 0 0 0 7 0 -13 299 0 0 0 0 41 8 0 -32.218 0 0 0 0 42 9 0 76.202 0 0 0 0 43 10 0 -87.926 0 0 0 0 44 11 0 -62.554 0 0 0 0 45 1 Totals: 0 31.28 0 46 2 0 339.783 0 47 3 0 213.472 0 48 4 0 177.469 0 49 5 0 399.301 0 50 6 0 372 299 0 51 7 0 -115.498 0 52 8 0 -99 187 0 53 9 0 507 204 0 54 , 10 0 -578.816 _ 0 55 11 0 -412.857 0 56 1 COG Mt: -_ :77,927 Y:0 Z:0 57 2 X:7.927 Y.0 Z.0 58 3 X:8.797 Y:0 Z:0 59 4 X:5.983 Y:0 Z:0 60 5 X:8.276 Y:0 Z:0 61 6 X:7 232 Y:0 Z:0 62 7 X:7.118 Y:0 Z:0 63 8 X: 12.635 Y:0 Z:0 64 9 X:8.099 Y.0 Z.0 65 10 _X:8114 Y:0 Z:0 66 11 X.8.111 Y:0 Z:0 RISA-3D Version 17.0.4 [C:\Users\tje.EEClDesktop113484 R AS-SS1646-02-CL-G,Tigard,OR113484 Engineering113484 Metal Deck.r3dj Page 12 Company : EEC Apr 24,2020 !SiIIIR w JobN Designerumber : Thomas13484R J.Ellaysky 12:01 PM H Checked By: L,A,„,n Model Name : Metal Deck Mamhar Sartinn Fnrrac LC Member Label Sec Axiaiflbl v Shear[lbj z Shear[lb] Toraue[k-inl v-y Momentfk-inl z-z Momentfk-in] 1 1 M1 1 0 0 0 0 0 0 2 2 0 288 0 0 0 0 3 3 0 -.576 0 0 0 .001 4 2 M1 1 0 0 0 0 0 0 5 2 0 -3.129 0 0 0 .003 6 3 0 -6.258 0 0 0 .011 7 3 M1 1 0 0 0 0 0 0 8 2 0 -1.59 0 0 0 .001 9 3 0 -3.18 0 0 0 .006 10 4 M1 1 0 0 0 0 0 0 11 2 0 -2.429 0 0 0 .002 12 3 0 -4.858 0 0 0 .009 13 5 M1 1 0 0 0 0 0 0 14 2 0 -3.395 0 0 0 .003 15 3 0 -6.79 0 0 0 .012 16 6 M1 1 0 0 0 0 0 0 17 2 0 -4.025 0 0 0 .004 18 3 0 -8.049 0 0 0 .014 19 7 M1 1 0 0 0 0 0 0 20 2 0 1296 0 0 0 -.001 21 3 0 2.592 0 0 0 -.005 22 8 M1 1 0 0 0 0 0 0 23 2 0 -.101 0 0 0 0 24 3 0 -.202 0 0 0 0 25 9 M1 1 0 0 0 0 0 0 26 2 0 -4 572 0 0 0 .004 27 3 0 -9.143 0 0 0 .016 28 10 M1 1 0 0 0 0 0 0 29 2 0 5.207 0 0 0 -.005 30 3 0 10415 0 0 0 -018 31 11 M1 1 0 0 0 0 0 0 32 2 0 3.716 0 0 0 -.003 33 3 0 7.432 0 0 0 -.013 34 1 M2 1 0 4.114 0 0 0 .001 35 2 0 -1.003 0 0 0 -.047 36 3 0 -612 0 0 0 .063 37 2 M2 1 0 44 691 0 0 0 .011 38 2 0 -10.893 0 0 0 -515 39 3 0 -66.477 0 0 0 .689 40 3 M2 1 0 22.632 0 0 0 .006 41 2 0 -5.609 0 0 0 -.259 42 3 0 -33.85 0 0 0 355 43 4 M2 1 0 34.843 0 0 0 .009 44 2 0 -8.305 0 0 0 -.404 45 3 0 -51.454 0 0 0 .525 48 5 M2 1 0 48.435 0 0 0 .012 47 2 0 -11.875 0 0 0 -.557 48 3 0 -72.185 0 0 0 .751 49 6 , M2 1 0 57 593 0 0 0 .014 50 2 0 -13.898 0 0 0 -.666 51 3 0 -85.388 0 0 0 .879 52 7 M2 1 0 -18 555 0 0 0 -005 53 2 0 4.469 0 0 0 .215 54 3 0 27.493 , 0 0 0 283 55 8 M2 1 0 1.64 0 0 0 0 56 2 0 -.156 0 0 0 -.023 57 3 0 -1.952 0 0 0 .01 58 9 M2 1 0 65 27 0 0 0 .016 59 2 0 -15.941 0 0 0 -.752 60 3 0 -97.151 0 0 0 1.008 61 10 M2 1 0 -74.344 0 0 0 -.018 62 2 0 1816 0 0 0 .856 63 3 0 110.663 0 0 0 -1.149 64 11 M2 1 0 -53-051 0 0 0 -.013 65 2 0 12 958 0 0 0 .611 66 3 0 78 968 0 0 0 -.82 67 1 M3 1 0 5.113 0 0 0 .063 68 2 0 -.005 0 0 0 -.016 69 3 0 -5.123 0 0 0 .064 70 2 M3 1 0 55.536 0 0 0 .689 71 2 0 -.059 0 0 0 -.174 72 3 0 -55.653 0 0 0 .693 73 M3 1 0 28.941 0 0 0 .355 74 2 0 .695 0 0 0 -.107 I A-3D Version 1 .0.4 [C:1 sers t e. es top\1 , iga , ngineering\1 eta ec . d age Company : EEC Apr 24,2020 ■^pi sA Designer : Thomas J.Ellaysky 12:01 PM �9 F`-- Job Number : 13484 R Checked By: ,;. Model Name : Metal Deck Mpmhpr Sprtinn Fnrrpc (Crintinuad) LC Member Label Sec Axial[lb] V Shear[Ibj z Shear[Ibl Toraue[k-int y-y Momentik-inl z-z Momentlk-inl 75 3 0 -39.39 0 0 0 .493 76 4 M3 1 0 41.499 0 0 0 .525 77 2 0 -1.658 0 0 0 -.095 78 3 0 -15.921 0 0 0 .186 79 M3 1 0 60.802 0 0 0 751 80 2 0 .48 0 0 0 -.203 81 3 0 -68.721 0 0 0 .857 82 6 M3 1 o 7.0.22 0 0 0 879 83 2 0 -1.285 0 0 0 -.194 84 3 0 -51.119 , 0 0 0 .627 85 7 M3 1 0 -22.52 0 0 0 -.283 86 2 0 .509 , 0 0 0 .06 87 3 0 14.473 0 0 0 -.175 8: 1 0 -.219 0 0 0 .01 8• 0 -2.015 0 0 0 .045 90 3 0 30.909 0 0 0 -.397 91 9 M3 1 0 81.267 0 0 0 1.008 92 2 0 041 0 0 0 -257 93 3 0 -81.185 0 0 0 1 006 94 10 M3 1 0 -92.581 0 0 0 -1.149 95 2 0 -.059 0 0 0 .293 96 3 0 92.462 0 0 0 -1.145 97 11 M3 1 0 -66.063 0 0 0 -.82 98 2 0 -.04 0 0 0 .209 99 3 0 65.982 0 0 0 -.817 100 1 M4 1 0 _6 141 0 0 0 .064 101 2 0 1.024 0 0 0 -.048 102 3 0 -4.093 0 0 0 0 103 2 M4 1 0 66.712 0 0 0 .693 104 2 0 11.128 0 0 0 -.519 105 3 0 -44.456 0 0 0 0 106 3 M4 1 0 47.998 0 0 0 .493 107 2 0 7.744 0 0 0 -.374 108 3 0 -32.509 0 0 0 .011 109 4 M4 1 0 16.769 0 0 0 ,186 110 2 0 2.938 0 0 0 -.121 111 3 0 -10.893 0 0 0 .003 112 5 M4 1 0 82.962 0 0 0 .857 113 2 0 13.642 0 0 0 -.646 114 3 0 -55 678 0 0 0 .008 115 6 M4 1 0 59.54 0 0 0 .627 116 2 0 10.037 0 0 0 -.456 117 3 0 -39.466 0 0 0 .002 118 7 M4 1 0 -16 567 0 0 0 -.175 119 2 0 -2.739 0 0 0 .125 120 3 0 11.088 0 0 0 -.005 121 8 M4 1 0 -39,635 0 0 0 -.397 122 2 0 -6.201 0 0 0 .316 123 3 0 27.233 0 0 0 -.011 124 9 M4 1 0 96.986 0 0 0 1.006 125 2 0 15.776 0 0 0 -749 126 3 0 -65.434 0 0 0 024 127 10 1 0 -110.425 0 0 0 -1.145 1 : I - • 1 0 0 0 852 129 3 0 74.582 0 0 0 -029 130 11 M4 1 0 -78.806 0 0 0 -.817 131 2 0 -12.797 0 0 0 .608 132 3 0 53.213 0 0 0 -.021 133 1 M5 1 0 0 0 0 0 0 134 2 0 0 0 0 0 0 135 3 0 0 0 0 0 0 136 2 M5 1 0 0 0 0 0 0 137 2 0 0 0 0 0 0 138 3 0 0 0 0 0 0 139 3 M5 1 0 4.972 0 0 0 .011 140 2 0 2 486 , 0 0 0 .003 141 3 0 0 0 0 0 0 142 4 M5 1 0 1.233 - 0 0 0 .003 143 2 0 .617 0 0 0 0 144 3 0 0 0 0 0 0 145 M5 1 0 3.729 0 0 0 .008 146 2 0 1.865 0 0 0 002 147 3 0 0 0 0 0 0 148 M5 1 0 .925 0 0 0 .002 149 2 .462 0 0 0 0 RISA-30 Version 17.0.4 [C:1Users\tje.EEC\Desktop113484 R ASS81646-02-CL-G,Tigard,OW 4 4 Engineering113484 Metal 6eck.r3d] Page 14 Company : EEC Apr 24,2020 IIIRISA Designer : Thomas J.Ellaysky 12:01 PM Job Number 13484 R Checked By: • ,,,,,,_;,=,c,,,,,,,;, Model Name : Metal Deck Mamhar Cartinn Fnrrac (Cnniimsarl� LC Member Label Sec Axialflbl v Shearflbl z Shearflbl Torouelk-ini v-v Momentfk-inl z-z Momentfk-inl 150 3 0 0 0 0 0 0 151 7 M5 1 0 -2.211 0 0 0 -.005 152 2 0 -1.105 0 0 0 -.001 153 3 0 0 0 0 0 0 154 8 M5 1 0 -4 985 0 0 0 -.011 155 2 0 -2.493 0 0 0 -003 156 3 0 0 0 0 0 0 157 9 M5 1 0 10.768 0 0 0 024 158 2 0 5.384 0 0 0 .006 159 3 0 0 0 0 0 0 160 10 M5 1 0 -13.344 0 0 0 -.029• 161 2 0 -6 672 0 , 0 0 -.007 162 3 0 0 0 0 _0 0 163 11 M5 1 0 -9 341 0 0 0 -.021 164 2 0 -4 67 0 0 0 -005 165 3 0 0 0 0 0 0 Mamhar Cartinn flaflartinnc Sarvira LC Member Label Sec x[in] y[In] z[in] x Rotate[rad] (n)UV Ratio (n)Uz'Ratio 1 1 M1 1 0 .001 0 0 2891 NC 2 2 0 0 0 0 5782 NC 3 3 0 0 0 0 NC NC 4 2 M1 1 0 .013 0 0 266 NC , 5 2 0 .007 0 0 532 NC 6 3 0 0 0 0 NC NC 7 3 M1 1 0 .007 0 0 528 NC 8 2 0 003 0 0 1057 NC 9 3 0 0 0 0 NC NC 10 4 M1 1 0 .01 0 0 339 NC 11 2 0 .005 0 0 677 NC 12 3 0 0 0 0 NC NC 13 5 M1 1 0 .014 0 0 246 NC 14 2 0 .007 0 0 492 NC 15 3 . 0 0 0 0 NC NC 16 6 M1 1 0 .017 0 0 205 NC 17 2 0 .009 0 0 411 NC 18 3 0 0 0 0 NC NC 19 7 M1 1 0 -.005 0 0 638 NC 20 2 0 -.003 0 0 1277 NC 21 3 0 0 0 0 NC NC 22 8 M1 1 0 0 0 0 6011 NC 23 , 2 0 0 0 0 NC NC 24 , 3 0 0 0 0 NC NC 25 , 9 M1 1 0 .019 0 0 182 , NC 26 2 0 .01 0 0 364 NC 27 3 0 0 0 0 NC NC 26 10 M1 1 0 -.022 0 0 160 NC 29 2 0 -.011 0 0 _ 320 NC 30 3 0 0 0 0 NC NC 31 11 M1 1 0 -.016 0 0 , 224 NC 32 2 0 -.008 0 0 448 NC 33 3 0 0 0 0 NC NC 34 1 M2 1 0 0 0 0 NC NC 35 2 0 -006 0 0 NC NC 36 3 0 0 0 0 NC NC 37 2 M2 1 0 0 0 0 NC NC 38 2 0 -.064 0 0 975 NC 39 3 0 0 0 0 NC NC , 40 3 M2 1 0 0 0 0 NC NC 41 2 0 -.032 0 0 1943 NC 42 . 3 0 0 0 0 NC NC 43 4 M2 1 0 0 0 0 NC NC 44 2 0 -.05 0 0 1236 NC 45 3 0 0 0 0 NC NC 46 5 M2 1 0 0 0 0 NC NC 47 2 0 -.069 0 0 902 NC 48 3 0 0 0 0 NC NC 49 6 M2 1 0 0 0 0 NC , NC 50 2 0 -.083 0 0 , 752 NC 51 3 0 0 D 0 NC NC 52 7 M2 1 0 0 0 0 NC NC 53 2 0 .027 0 0 2333 NC 54 , 3 0 0 0 0 NC NC 55 8 M2 1 0 0 0 0 NC NC kiSA-3D Version 17.0.4 [C:Usersltje.EEC\Desktop113484 R AS-SS1646-0-CL- , igard, •- ,:' ngineenng11 ,• eta Ieck.r3d] Page Company I I IRISA JJob Number : ThomaRJ.Ellaysky C2he01 PM cked By: ,,;r,r_.r;rM1rR ce,,,,,y Model Name . Metal Deck Mamhar Sartinn naflartinnc Aarvira (Cnntinunrl) LC Member Label Sec x lint v lint z lint x Rotatefradl (n)UV Ratio (n)Uz'Ratio 56 2 0 -.003 0 _ 0 NC NC 57 3 0 0 0 0 NC NC 58 9 M2 1 0 0 0 0 NC NC 59 2 0 -.093 0 0 668 NC 60 3 0 0 0 0 NC NC 61 10 M2 1 0 0 0 0 NC NC 62 2 0 106 0 0 586 NC 63 3 0 0 0 0 NC NC 64 11 M2 1 0 0 0 0 NC NC 65 2 0 .076 0 0 822 NC 66 3 0 0 0 0 NC NC 67 1 M3 1 0 0 0 0 NC NC 68 2 0 0 0 0 NC NC 69 3 0 0 0 0 NC NC 70 2 M3 1 0 0 0 0 NC NC 71 2 0 -.005 0 0 NC NC 72 3 0 0 0 0 NC NC 73 3 M3 1 0 0 0 0 NC NC 74 2 0 -.003 0 0 NC NC 75 3 0 0 0 0 NC NC 76 4 k13 1 0 0 0 0 NC NC 77 2 0 -.003 0 0 NC NC 78 3 0 0 0 0 NC NC 79 5 M3 1 0 0 0 0 NC NC 80 2 0 -.006 0 0 NC NC 81 3 0 0 0 0 NC NC 82 6 M3 1 0 0 0 0 NC NC 83 2 0 -.006 0 0 NC NC 84 3 0 0 0 0 NC NC 85 7 M3 1 0 0 0 0 NC NC 86 2 0 .002 0 0 NC NC 87 3 0 0 0 0 NC NC 88 8 M3 1 0 0 0 0 NC NC 89 2 0 .001 0 0 NC NC 90 3 0 0 0 0 NC NC 91 9 M3 1 0 0 0 0 NC NC 92 2 0 -.008 0 0 7764 NC 93 3 0 0 0 0 NC NC 94 10 M3 1 0 0 0 0 NC NC 95 . 2 0 .009 0 0 6786 NC 96 3 0 0 0 0 NC NC 97 11 M3 1 0 0 0 0 NC NC 98 , 2 0 007 0 0 9520 NC 99 3 0 0 0 0 NC NC 100 1 M4 1 0 0 0 0 NC NC 101 2 0 -.006 0 0 NC NC 102 3 0 0 0 0 NC NC 103 2 M4 1 0 0 0 0 NC NC 104 2 0 -.064 0 0 965 NC 105 3 0 0 0 0 NC NC 106 3 M4 1 0 0 0 0 NC NC 107 2 0 -.046 0 0 1339 NC 108 3 0 0 0 0 NC NC 109 4 M4 1 0 0 0 0 NC NC 110 2 0 -.015 0 0 4243 NC 111 3 0 0 0 0 NC NC 112 , 5 M4 1 0 0 0 0 NC NC 113 2 0 -08 0 0 775 NC 114 3 0 0 0 0 NC NC 115 6 M4 1 0 0 0 0 NC NC 116 2 0 -056 0 0 1103 NC 117 3 0 0 0 0 NC NC 118 M4 1 0 0 0 0 NC NC 119 2 0 .015 0 0 4054 NC 120 3 0 0 0 0 NC NC 121 8 M4 1 0 0 0 0 NC NC 122 2 0 .04 0 0 1574 NC 123 3 0 0 0 0 NC NC 124 9 M4 1 0 0 0 0 NC NC 125 2 0 -.093 0 0 671 NC 126 3 0 0 0 0 NC NC 127 10 M4 1 0 0 0 0 NC NC 128 2 0 .105 0 0 590 NC 129 3 0 0 0 0 NC NC 130 11 M4 1 0 0 0 0 NC RISA-3D Version 17.0.4 [C:\Users\tje.tEC\Desktop113484Ik A 6- L-G, igar , \134 ngmeering etal Deck.r •age 16 2 MIIIRISA Company : EEC Apr 24, Designer Thomas J. Ellaysky 12:01 Job Number : 13484 R Checked By: AnFUE7sc,Er.ar,uw,, Model Name : Metal Deck Mamhar Cartinn flatlartinne Sarvira(l'nntinuarl) LC Member Label Sec x[fnj v[nl z tint x Rotate[radj (n)UV'Ratio (n)Liz'Ratio 131 . 2 0 .075 0 0 827 NC 132 3 0 0 0 0 NC NC 133 1 M5 1 0 0 0 0 NC NC 134 2 0 0 0 0 5675 NC 135 3 0 .002 0 0 2837 NC 136 2 M5 1 0 0 0 0 NC NC 137 2 0 .008 0 0 _ 522 NC 138 3 0 017 0 0 261 NC 139 3 MS 1 0 0 0 0 NC NC 140 2 0 .006 0 0 735 NC 141 3 0 .012 0 0 367 NC 142 4 M5 1 0 0 0 0 NC NC 143 2 0 .002 0 0 2265 NC 144 3 0 .004 0 0 1133 NC 145 5 M5 1 0 0 0 0 NC NC 146 2 0 .01 0 0 422 NC 147 3 0 .021 0 0 211 NC 148 6 M5 1 0 0 0 0 NC NC 149 2 0 007 0 0 595 NC 150 3 0 .015 0 0 297 NC 151 7 M5 1 0 0 0 0 NC NC 152 2 0 -.002 0 0 2213 NC 153 3 0 -.004 0 0 1107 NC 154 8 M5 1 0 0 0 0 NC NC 155 2 0 -.005 0 0 873 NC 156 3 0 -.01 0 0 ,_436 NC 157 9 M5 1 0 0 0 0 NC NC 158 2 0 .012 0 0 368 NC 159 3 0 .024 0 0 184 NC 160 10 M5 1 0 0 0 0 NC NC 161 2 0 -014 0 0 324 NC 162 3 0 -.027 0 0 162 NC 163 11 M5 1 0 0 0 0 NC NC 164 2 0 -.01 0 0 453 NC 165 3 0 -.019 0 0 227 NC RISA-3D Version 17.0.4 [C:\Users\tje.EEC\Desktop113484 R AS-SS1646-02-CL-G,Tigard,OR\13484 Engineering113484 Metal Deck.r3dl Page 17 Y Sheet 18 Pai r 0f z " 13484 R TJ E 4-27-2020 1 REV. TJE 5-26-2020 Mz Iv, MZ `pro wo 40,1r HSS 7x5x3/16 U = 0.525 < 1.0 OK 40 JI HSS 16x8x3/8 5 U = 0.464 < 1.0 @ BASE OK U = 0.421 < 0.762 @ KNEE OK EEC SK-2 TJE AS-SS1646-02-CL-G May 26, 2020 at 9:07 AM 13484 R 13484 MODEL.r3d Sheet 19 of 13484 R TJE 4-27-2020 5.4 T and X joints with brace(s) subjected to combinations of axial load, in-plane bending and out-of-plane bending moment The interaction of (brace) axial load and in-plane bending moment on the (brace) out-of-plane bending moment capacity depends on the critical failure mode, resulting in a complex set of interactions. Consequently, it is conservatively proposed that a linear interaction relationship be used: Nt +MiR1 +MOP'l <1.0 5.15 N Mip,1 Map� 5.5 Joint flexibility In the foregoing, it was shown that unstiffened RHS joints with (3= 1.0 and selected bolto and toll, values could achieve the full moment capacity of the brace member, but it should be noticed that any in-plane bending moment resistance calculated(M;p.t) must be reduced to take account of the influence of axial load in the brace member (see equation 5.9). Such joints, which still develop a moment resistance exceeding the moment capacity of the brace member, can be considered as fully rigid for the purpose of analysis of a Vierendeel truss. All other joints (which covers most possible joint combinations) should be considered as semi-rigid. To analyse a frame which is connected by semi-rigid joints, one needs the load-deformation characteristics of the joints being used, and these can be obtained by either reliable finite element analysis, from laboratory tests or published databases. 5.6 Knee joints I AT KNEE Research on mitred RHS knee joints(such as illustrated in figure 5.8)has been performed by Mang et al. (1980) at the University of Karlsruhe. Their recommendations have also been included in Eurocode 3(CEN,2005b).They cover both stiffened and unstiffened knee joints, and are intended for use in corner joints of frames. Section A-A Section B-B 600 a-t t,>2mm Detail E NMIDetail C t- a� 112 a 1 ... n tl I I l t2 I 8 9D� I I I I E a>eoo I g I I _ !7i �t � I I h, ht \� h D� tt F •� b,=by b,=b2 Detail F Detail D (a) lb) Figure 5.8—Details of RHS knee joints (a)Unstiffened (b)With a transverse stiffening plate 67 Sheet 20 of 13484 R TJE 4-27-2020 AT KNEE Mang et al. (1980) recommend that these joints be designed based on the following requirements for both members: Ni + M. <a (with i= 1 or 2,see figure 5.8) 5.16 Npl,i Mpl i where: Np;,i= axial yield capacity of a member,either in compression or tension as applicable. =plastic moment capacity of member i. a= a stress reduction factor, which can be taken as 1.0 for mitred joints with stiffening plates. For the mitred joints without stiffening plates, a is a function of the cross sectional parameters as shown in figures 5.9 and 5.10. Based on the work of Mang et al. (1980), it is recommended that for joints without stiffening plates, the shear force V;and the axial force N,in the members should not exceed: Vi <_0.5 and Ni <_0.2 5.17 Vpl,i Npl,i where: = shear yield capacity in the member under consideration.Vpi,i can be taken as the yield stress in pure shear(0.58fo)multiplied by the cross sectional area of the RHS webs(2 h;t;). No,= axial yield capacity of the member For those structural applications where a reasonable strength, stiffness and rotational capacity are required, it is recommended that a stiffened joint with class 1 sections is used. For other structural applications, it is recommended to use unstiffened joints only if the sections satisfy at least the plastic design requirements. Karcher and Puthli (2001) recommended for CHS knee joints,that the stiffening plate thickness should satisfy tp>2t,and not be taken smaller than 10 mm,which is also adopted for RHS knee joints. The fabrication details with a = ti shown in figure 5.8 are based on a steel grade S235. The weld size can be considered to be adequate when the throat thickness (a) of the fillet weld is in accordance with the recommendations given in section 3.9. If mitred knee joints are used with an obtuse angle between the RHS members (i.e. 8 > 90° in figure 5.8),the same design checks can be undertaken as for right-angle joints,since obtuse angle knee joints behave more favourably than right-angle ones (CIDECT, 1984). For unstiffened knee joints with 90° < 8 < 180°, a strength enhancement can be used by increasing the value of a as follows: a1—( a cos- = )(1—a50o) 5.18 where aB_90o is the value obtained from figure 5.9 or figure 5.10. An alternative form of joint reinforcement (other than a transverse stiffening plate) is a haunch on the inside of the knee.This haunch piece needs to be of the same width as the two main members, and can easily be provided by taking a cutting from one of the RHS sections. Provided the haunch length is sufficient to ensure that the bending moment does not exceed the section yield moment in either member, the joint resistance will be adequate and does not require checking (CIDECT, 1984). 68 Sheet 21 of h/b = 16/8= 2 13484R b/t=6/.349= 17.192 TJE a(90)=0.74 4-27-2020 a(99.46)= 0.762 h/b a= 1.0 0.9 0.85 0.8 0.78 0.76 0.74 3.5 0.72 3.0 0.7 f. 0.68 ri �h 2.5 0.66 t 0.64 2.0 0.62 0.6 0.58 1.5 lir (r 0.56 0.54 0.52 1.0 5 10 15 20 25 30 35 40 45 b/t Figure 5.9-Stress reduction factors a for RHS subjected to bending about the major axis in 90° unstiffened mitred knee joints(Mang et al.,1980) b/h a= 1.0 0.9 0.8 0.7 0.65 0.6 0.56 0.53 0.5 0.48 0.46 0.44 0.42 3.0 ' ' b 2.5 _ h 2.0 1.5 1.0 l 5 10 15 20 25 30 35 40 45 bit Figure 5.10- Stress reduction factors a for RHS subjected to bending about the minor axis in 90°unstiffened mitred knee joints(Mang et al.,1980) 69 Company : EEC May 26, 20 I I IRISA ob Number : T 484 R Ch0e k d By: ,.;,,.:r<., F,- ,,,,,,,. Model Name : AS-SS1646-02-CL-G (rinhal) Mndal Caffinac Display Sections for Member Calks 3 Max Internal Sections for Member Calks 99 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wail? Yes Area Load Mesh(in^2) 144 Merge Tolerance(in) .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automatically Iterate Stiffness for Walls? Yes Max Iterations for Wall Stiffness 3 Gravity Acceleration(ft/sec^2) 32.2 Wall Mesh Size(in) 24 Eigensolution Convergence Tol.(1.E-) 4 Vertical Axis Y Global Member Orientation Plane XZ Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 15th(360-16):ASD Adjust Stiffness? Yes(Iterative) RISAConnection Code AISC 15th(360-16):ASD Cold Formed Steel Code AISI S100-16:ASD Wood Code AWC NDS-18:ASD Wood Temperature <100F Concrete Code AC1318-14 Masonry Code TMS 402-16:ASD Aluminum Code AA ADM1-15:ASD-Building Stainless Steel Code None Number of Shear Regions 4 Region Spacing Increment(in) 4 Biaxial Column Method Exact Integration Parme Beta Factor(PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? Yes Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam.Spacing? No Concrete Rebar Set REBAR SET ASTMA615 Min%Steel for Column 1 Max%Steel for Column 8 Seismic Code ASCE 7-16 Seismic Base Elevation(ft) Not Entered Add Base Weight? Yes Ct X .02 Ct Z .02 T X(sec) Not Entered T Z(sec) Not Entered R X 1.25 R Z 1.25 Ct Exp.X .75 Ct Exp.Z .75 SD1 .499 SDS .852 S1 .392 TL(sec) 16 Risk Cat I or II Drift Cat Other Om Z 1.25 OmX 1.25 Cd Z 1.25 CdX 1.25 Rho Z 1.3 Rho X 1.3 Hnt Rnllad Cfaal Prnrartiac Label E fksil G(ksil Nu Therm OE_pensitvfk/ft... Yieldfksij Ry Fufksl RI 1 A992 29000 11154 .3 .65 ,49 50 1.1 65 1.1 2 A36 Gr 36 29000 11154 ,3 ,65 .49 36 1.5 58 1.2 3 A572 Gr 50 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 .3 .65 .527 42 1.4 58 1.3 Version 17. .4 :11 -S 6 - , igar , 1134 ngmeenng 1 ft. ear eig t1 age Company EEC IORMay 26,2020 �� A Designer TJE 2:01 PM Job Number 13484 R Checked By: Model Name : AS-SS1646-02-CL-G Pint Rnllarl AMP!Prnpartiac (Cnntinuari) Label E[ks] G[ksil Nu Therm(/1E...Density[k/ft... Yield[ksil Rv Fufksil Rt 5 A500 Gr.C_Rect 29000 11154 .3 .65 .527 50 1.4 62 1.3 6 A53 Gr.B 29000 11154 3 .65 .49 35 1 6 60 1 2 7 A1085 29000 11154 .3 .65 .49 50 125 65 1.15 8 A913 Gr.65 29000 11154 .3 .65 .49 65 1.1 80 1.1 9 A500 Gr.0(Zero) 29000 11154 3 .65 0 50 1.4 62 1.3 Halt Pn ia:Id Ataal Cartinn Catc Label Shape Tvne Design List Material Design Rule A fin21 yv tin4j Izzliin4 J[tn4] 1 FRAME HSS16X8X6 None None A500 Gr.0 Rect Typical 16 181 531 436 2 Purlin HSS7X5X3 Beam Tube A500 Gr C Rect Typical 3.98 16.6 27 9 32 9 , 3 Link HSS16X8X6 None None A500 Gr.0(Zero) Typical 16 181 531 436 Joint Cnnrrtinatac and Tamparatumc Label X Eft) Y[ftl Z!1(] Temp!F1 Detach From Dia... 1 N1 0 -10.44 -22.5 0 2 N2 0 0 -22.5 0 3 N3 -.566 -094 -22.5 0 4 N4 4.55 .758 -22.5 0 5 N5 9.667 1.611 -22.5 0 6 N6 14.784 2.464 -22.5 0 7 N7 15.09 2.515 -22.5 0 8 N8 0 -10 44 0 0 9 N9 0 0 0 0 . 10 N10 -.566 -.094 0 0 11 N11 4.55 .758 0 0 12 N12 9.667 1.611 0 0 13 N13 14.784 2464 0 0 14 N14 15 09 2.515 0 0 15 N15 0 -10.44 22.5 0 16 N16 0 0 22.5 0 17 N17 -.566 -.094 22.5 0 18 N18 4.55 .758 22.5 0 19 N19 9.667 1.611 22.5 0 20 N20 14 784 2 464 22 5 0 21 N21 15 09 2.515 22.5 0 Mint Rnunrlary if'-nnrditinnc Joint Label X[kiln] Y[k/[] Z[k/in] X Rot.[k-ft/rad] Y Rot.[k-lt/rad] Z Rot.fk-ltlrad] 1 N1 Reaction Reaction Reaction Reaction Reaction Reaction 2 N8 Reaction Reaction Reaction Reaction Reaction Reaction 3 N15 Reaction Reaction Reaction Reaction Reaction Reaction Mamhor Primary!Data Label I Joint J Joint K Joint Rotate(.,, Section/Shape Type Design List Material Design Rules 1 M1 N1 N2 FRAME None None A500 Gr.0 Rect Tvoica 2 M2 N2 N7 FRAME None None A500 Gr.0 Rect Tvoica 3 M3 N8 N9 FRAME None None A500 Gr.0 Rect Tvoica 4 M4 N9 N14 , FRAME None None A500 Gr C Rect Tvoica 5 M5 N15 N16 FRAME None None A500 Gr.0 Rect Tvoica 6 M6 N16 N21 FRAME None None A500 Gr.0 Reel Tvoica 7 M7 N2 N3 Link None None A500 Gr.0(Zero) Tvoica 8 M8 N9 N10 Link None None A500 Gr CJZerol Twice , 9 M9 N16 N17 Link None None A500 Gr.0(Zero) Tvoica 10 M10 N3 N10 9 462 Purlin Beam Tube A500 Gr.0 Rect Tvoica 11 M11 N10 N17 9.462 Purlin Beam Tube A500 Gr.0 Rect Tvoica 12 M12 N4 N11 9.462 Purlin Beam Tube A500 Gr.0 Rect Tyoica 13 M13 N11 N18 9.462 Purlin Beam Tube A500 Gr.0 Rect Typica 14 M14 N5 N12 9.462 Purlin Beam Tube _A500 GrC RecL Tyoica 15 M15 N12 N19 9462 Purlin Beam , Tube A500 Gr.0 Rect Tvoica 16 M16 N6 N13 9.462 Pullin Beam Tube A500 Gr C Rect Tynice 17 M17 N13 N20 9.462 Purlin Beam Tube A500 Gr.0 Rect Twice Mamhor Arivanrari nata Label I Release J Release Offsetfinl,l OffsetfinlT/C Only,Physi... efl� Ratio Oo.. Analysis Offsetlinl Inactive Seismic Design R... 1 M1 Yes "NA** None 2 M2 Yes "NA" None 3 M3 Yes ..NA" None RISA-3D Version 17.0.4 [Z:\13484 R AS-SS1646-02-CL-G,Tigard,OR113484 Engineering110 ft.Clear Heig,t\13484 MODEL.r3d1 Page 23 Company : EEC May 26,2020 I,IRIS6 Designer : TJE 2:01 PM Job Number 13484 R Checked By: ,,,,,,,,,. ,, Model Name : AS-SS1646-02-CL-G Mamhar ddvanrad flafa (Cnnfinimr1) Label I Release J Release I Offsetfinl J OfsetfintT/C OnlvPhvsi..,Deft Ratio On...Analysis Offsetlinl Inactive Seismic Desian R... 4 M4 Yes "NA" None 5 M5 Yes "NA** None 6 M6 Yes **NA" None 7 M7 Yes ,.NA.` Exclude None 8 M8 Yes , .,NA'" Exclude None 9 M9 Yes "NA" Exclude None 10 M10 AIIPIN BenPIN Yes Default None 11 M11 AIIPIN BenPIN Yes Default None 12 M12 AIIPIN BenPIN . Yes Default None 13 M13 AIIPIN BenPIN Yes Default None 14 _ M14 AIIPIN BenPIN Yes Default None 15 M15 AIIPIN BenPIN Yes Default None 16 , M16 , AIIPIN BenPIN Yes Default None 17 M17 AIIPIN BenPIN Yes Default None Nnt Millar!Cfaal f)acian Paramatarc Label Shade Le gth.. Lbyvt ] Lbzz[ft) Lcomo top[ft] Lcomo bo jft] L-torque[ j Kyy Kzz Cb Function 1 M1 FRAME 10.44 Lbw 2.1 2.1 Lateral 2 M2 FRAME 15.298 52 Lbw 2.1 Gravity 3 M3 FRAME 10.44 Lbw 2.1 2.1 Lateral 4 M4 FRAME 15 298, 5 2 Lbw 2,1 Gravity 5 M5 FRAME 10.44 Lbw 2.1 2.1 , Lateral 6 M6 FRAME 15,298 5.2 Lbw 2.1 Gravity 7 M7 Link .574 Lbw , Gravity 8 M8 Link .574 __Lbw , Gravity 9 M9 Link .574 Lbw Gravity 10 M10 Purlin 22.5 .6 Lbw Gravity 11 M11 Purlin 22.5 .6 Lbw Gravity 12 M12 Purlin 22 5 .6 Lbyy Gravity 13 M13 Purlin 22.5 .6 Lbw Gravity 14 M14 Purlin 22.5 .6 Lb}p, Gravity 15 M15 Purlin 22.5 .6 Lbw Gravity 16 M16 , Purlin 22,5 .6 Lbw Gravity 17 M17 Purlin 22.5 .6 Lbyv Gravity Mamhar flictrihntad I nadc (R1 f: I • f]) Member Label Direction Start Magnitude[Iblft.F,ksf] End Magnitudelib/f... Start Location[ft.%J End Locationfft.%1 1 M10 PY -4.8 -4.8 0 0 2 M11 PY 4.8 -4.8 0 0 3 M12 PY -11.4 -11.4 0 0 4 M13 PY -11.4 -11.4 0 0 5 M14 PY -11.4 -11.4 0 0 6 M15 PY -11.4 -114 0 0 7 , M16 PY -4.9 -4.9 0 0 8 M17 PY -4.9 -4.9 0 0 9 M2 PY -1.1 -1.1 0 0 10 M6 PY -11 -1.1 0 0 Mamhar flicfrihntad I nadc (RI f: 7 • S) Member Label Direction Start Magnitude[Ib/ft.F.ksfj End MagnItudej)b/f.. Start Location[ft.%] End Locationfft.%1 1 M1I PY -46.9 -46.9 0 0 2 M11 PY -46.9 -46 9 0 0 3 M12 PY -1 .4 -112.4 0 0 4 M13 PY -112 4 -112.4 0 0 5 M14 PY -112.2 -112.2 0 0 6 M15 PY -112.2 -119 9 0 0 7 M16 PY -48.5 -48.5 0 0 8 M17 PY -48.5 -48 5 0 0 9 M2 PY -10.6 -10.6 0 0 10 M6 PY -106 -106 0 0 Mamhar flictrihutad I nadc (RI f: ? • W I ail) Member Label Direction Start Maanitudeflb/ft.F.ksfl t nd Magnitudefb/f... Start Locationlft.%1 End Locationfft,%1 1 M10 v -35.2 -35.2 0 0 2 M11 y -35.2 -35,2 0 0 3 M12 v -85.9 -85.9 0 0 4 M13 y -85.9 -85.9 0 0 5 M14 v -126.9 -126.9 0 0 6 M15 y -126.9 -126.9 0 0 7 M16 v -55.6 -55.6 0 0 8 M17 y -55.6 -55.6 0 RISA-3D Version 17.0.4 [Z:113484 AS-SS1 E� -02-CL-G,Tigard,OR113484 Engineering110 ft.Clear Height113484 MODEL.r3d] Page 24 Company : EEC May 26,2020 1. II!,e obIgner Number : 13484R Checked By: Model Name : AS-SS1646-02-CL-G Mamhar flictrihufari I nark (RI C 1 • W I at1) (Cnntinuarl) Member Label Direction Start Magnitudeflb/ft,F.ksfl End Magnitude lb/L.. Start Locationfft.%j End Location[ft%] 9 M2 PY -7 9 -7.9 0 %50 10 M2 PX 7.9 7.9 0 %50 11 M2 PY -12 -12 %50 %100 12 M2 PX 12 12 %50 %100 13 M6 PY -7.9 -7,9 0 %50 14 M6 PX 7.9 7.9 0 %50 15 M6 PY -12 -12 %50 %100 16 M6 PX 12 12 %50 %100 17 M1 X 17.8 17.8 0 0 18 M3 X 17.8 17.8 0 0 19 M5 X 17.8 17.8 0 0 20 M10 X 10.1 10.1 0 0 21 M11 X 10.1 10.1 0 0 22 M16 X 9,.3 9.3 0 0 23 M17 X 9.3 9.3 0 Mamhar flictrihufarl I nark (RI C d • W I af2) Member Label Direction Start Magnitude[Ib/ft.F.ksfj End Magnitudeflb/f... Start Location[ft.%] End Locationfft.% 1 M10 v -58.3 -58.3 0 0 2 M11 v -58.3 -58.3 0 0 3 M12 v -136.2 -136.2 0 0 4 M13 v -136.2 -136.2 0 0 5 M14 v -35,7 -35.7 0 0 6 M15 v -35.7 -35.7 0 , 0 7 M16 v -13.4 -13.4 0 0 8 M17 v -13.4 -13.4 0 0 9 M2 PY -13 -13 0 %50 10 M2 PX 13 13 0 %50 11 M2 PY -3 -3 %50 %100 12 M2 PX 3 3 %50 %100 13 M6 PY -13 -13 0 %50 14 M6 PX 13 13 0 %50 15 M6 PY -3 -3 %50 %100 16 M6 PX 3 3 %50 %100 17 M1 X 17.8 17.8 0 0 18 M3 X 17.8 17.8 0 0 19 M5 X 17.8 17.8 0 0 20 M10 X 10.1 101 D 0 21 M11 X 10.1 10.1 0 0 22 M16 X 9.3 9.3 0 0 23 M17 X 9.3 9.3 0 0 Mamhar flictrihntarI I nark (RI C S • W I at1) Member Label Direction Start Magnitude[Ib/ft,F,ksf[ End Magnitudeflb/f... Start Locationfft.%1 End Locationfft,%1 1 M10 v 38 38 0 0 2 M11 v 38 38 0 0 3 M12 v 89.9 899 0 0 4 M13 v 89.9 89.9 0 0 5 M14 v 58.3 58.3 0 0 6 M15 v 58.3 58.3 0 0 7 M16 v 24.6 24.6 0 0 8 M17 . v 24.6 24.6 0 0 9 M2 PY 8.5 8.5 0 %50 10 . M2 PX -8.5 -8.5 0 %50 11 M2 PY 5 3 5.3 %50 %100 12 M2 PX -5.3 -5.3 %SD %1 00 13 M6 PY 8.5 8.5 0 %50 14 M6 PX -8.5 -8.5 0 %50 15 M6 PY 5.3 5.3 %50 %100 16 M6 PX -5.3 -5.3 %50 %100 17 M1 X -17.8 -17.8 0 0 18 M3 X -17.8 -17.8 0 0 19 M5 X -17.8 -17.8 0 0 20 M10 X -8 -8 0 0 21 M11 X -8 -8 0 0 22 M16 X -117 -1t7 0 0 23 M17 X -11.7 -11.7 0 0 Mamhar flictrihrrtari I nark (RI C A • W I al-A) Member Label Direction Start Magnitudeflb/ft,F.ksfl End Magnitudeflb/f„ Start Locationfft.%1 End Locationfft.%1 1 M10 v -3 -.3 0 0 M11 v -.3 -.3 0 0 3 M12 v 37 3.7 0 0 RISA-3D Version 47.0.4 [Z:113484 R AS-SS1646-02-CL-G,Tigard,OR113484 Engineering\10 ft.Clear Height\13484 MODEL.r3df Page 25 Company I EEC May 26,2020 2:01 PM IIRISA ob'Number 13484 R Checked By: Model Name . AS-SS1646-02-CL-G Mpmhpr flictrihutad I nark (RI !` Ii • W I ate) (tnntinuwrl� Member Label Direction Start MaanitudeflbHt.F.ksfl End Maanitudellb/f.. Start Locationlft.%1 End Locationlft,%1 4 M13 v 37 37 0 0 5 M14 v 124.2 124,2 0 0 6 M15 v 124 2 124.2 0 0 7 M16 v 56.1 56.1 0 0 8 M17 y 561 561 0 0 9 M2 PY 0 0 0 %50 10 M2 PX 0 0 0 %50 11 M2 PY 12 12 %50 %1 QO 12 M2 PX -12 -12 %50 %100 13 M6 PY 0 0 0 %50 14 M6 PX 0 0 0 %50 15 , M6 PY 12 12 %50 %100 16 M6 PX -12 -12 %50 %100 17 M1 X -17.8 -17.8 0 0 18 M3 X -17.8 -17.8 0 0 19 M5 X -17.8 -17 8 0 0 20 M10 X -8 -8 0 0 21 M11 X -8 -8 0 0 22 116 X -11.7 _ -11.7 0 0 23 yl1 X -11.7 -11.7 0 0 Mamhar f)ictrihutad I naric (RI C 7 • W flnwn) Member Label Direction Start Magnitudellb/ft.F.ksf] End Magnitude[Iblf.. Start Location[ft.%1 End Location[ft.%] 1 M10 v -28.1 -28.1 0 11.5 2 M10 y -17 6 -17.6 11.5 %100 3 M11 v -17.6 -17.6 0 1 4 M11 v -10 6 -10.6 1 %100 5 M12 v -67,4 -67.4 0 11.5 6 M12 v -42.2 -42 2 11.5 %100 7 M13 v -42.2 -42.2 0 1 8 M13 v -25.3 -25.3 1 %100 9 M14 v -67.3 -67.3 0 11.5 10 M14 v -42.1 -42.1 11.5 %100 11 M15 v -42.1 -42.1 0 1 12 M15 v -25.3 -25.3 1 %100 13 M16 v -29.1 -29.1 0 11.5 14 M16 y -18.2 -18.2 11.5 %100 15 M17 v -18.2 -18.2 0 1 16 M17 v -10.9 -10.9 1 %100 17 M2 PY -6,3 -6.3 0 0 18 M2 PX 6.3 6.3 0 0 19 M6 PY -2.4 -2 4 0 0 20 . M6 PX 2.4 2.4 0 0 21 M1 Z 35.5 35.5 0 0 22 , M3 Z 35.5 35.5 0 0 23 MS Z 35.5 35.5 0 0 24 M2 Z 21.6 21.6 0 0 25 M4 Z 19.7 19.7 0 0 26 M6 Z 17.3 17.3 0 Mpmhar flicirihutad I nadc (RI C R - W lip) Member Label Direction Start Magnitude[Ib/ft,F,ksfl End Magpitudejlb/f... Start Locationlft.%1 End Locationfft.%I 1 M10 v 28.1 28.1 0 11.5 2 M10 v 21.1 21.1 11.5 %100 3 M11 v 21.1 21.1 0 1 4 M11 v 106 10.6 1 %100 5 M12 v 67.4 67.4 0 11.5 6 M12 v 50.6 50.6 11.5 %100 7 - M13 v 50.6 50.6 0 1 8 M13 v 25.3 25.3 1 %100 9 M14 v 67.3 67.3 0 11.5 10 M14 v 50 5 50 5 11.5 %100 11 M15 v 50.5 50.5 0 1 12 M15 y 25.3 25.3 1 %100 13 M16 v 29.1 29.1 0 11.5 14 M16 y 21.8 21.8 11.5 %100 15 M17 v 21.8 21.8 0 1 16 M17 v 10.9 10.9 1 %100 17 M2 PY 6.3 6.3 0 0 18 M2 PX -6 3 -6.3 0 0 19 M6 PY 2.4 2.4 0 0 20 M6 PX -2.4 -2.4 0 0 21 M1 Z 35.5 35.5 0 0 22 M3 Z 35.5 35.5 0 0 RISA-3D Version 17.0.4 [Z:113484 R AS-6S1646-02-CL-G,'Tigard,OR113484 Engineering110 ft.Clear Height113484 MObEL.r3d] Page 26 IIRISA Company : EEC May2020 Designer TJE 2:01 P PM Job Number 13484 R Checked By: ti.ek,77..E<ca sw,, Model Name : AS-5S1646-02-CL-G Mamhar nicfrihnfad I nadc (RI C R • W lip) (rnntinruarl) Member Label Direction Start Maanitudellb/ft.F.ksfl End Maanitudefb/f.. Start Locationfft,%1 End Location[ft.%1 23 Z 35.5 35.5 0 0 24 Z 21.6 21.6 0 0 25 Z 197 197 0 0 26 Z 17.3 17.3 0 0 Mamhar nictrihntad I nadc (RI r 9 • Fr.) Member Label Direction Start Magnitudejlb/ft,F.ksfj End Magnitudeflb/f... Start Locationfft.%1 End Location[ft.%1 1 M .. 2.525 2.525 0 0 2 M11 X 2525 2.525 0 0 3 M12 X 5.996 5.996 0 0 4 M13 X 5.996 5.996 0 0 5 M14 X 5.996 5.996 0 0 6 M15 X 5.996 5.996 0 0 7 , M16 X 2.577 2.577 0 0 8 M17 X 2.577 2.577 0 0 9 , M2 X .579 .579 0 0 10 M6 X .579 .579 0 0 Mamhar nictrihufad I nadc (RI r 10 • F7) Member Label Direction Start Maonitudeflb/ft.F.ksf] End Magnitudeflb/f,. Start Locationfft.%1 End Locationfft%1 1 , M10 Z 2.525 2.525 0 0 2 M11 Z 2.525 2.525 0 0 3 M12 Z 5.996 5996 0 0 4 M13 Z 5.996 5 996 0 0 5 M14 Z 5.996 5.996 0 0 6 M15 Z 5.996 5996 0 0 7 M16 Z 2.577 2.577 0 0 I. M17 Z 2.577 2.577 0 0 9 M2 Z 579 579 0 0 10 M6 Z .579 579 0 0 Racir I nad racac BLC Description Category X Gravity Gravity Gravity Joint Point Distribu..Area(Mem,,..SUrface(Plat&Walll 1 D DL -1 10 2 _ S SL 10 3 W Lail OL2 23 4 W Lat2 OL3 23 5 W Lat3 OL4 23 6 W Lat4 OL5 23 7 W Down OL6 26 8 W Uo 017 26 9 Ex ELX .526 10 10 Ez ELZ .526 10 I nad rnmhinatinnc Description Sol...P...,S... BLC Fac... BLG Fac... BLC =actor BLC Factor BLC Fac... BLC F. ,.. F... .. F...... F.,..., F,., 1 D Yes Y l DL 1 2 D+S Yes Y DL 1 SL 1 3 D+3/4(S+0.6W Lat1) Yes Y DL , 1 SL .75 OL2 .45 4 D+3/4(S+0.6W Lat2) Yes Y DL 1 SL .75 OL3 .45 5 D+3/4(S+0.6W DOWN) Yes Y DL 1 SL .75 Win 45 . 6 D+0.6W Lett Yes Y DL 1 OL2 .6 , 7 +0.6W I at2 Yes Y DL 1 OL3 .6 8 IMM81-0.6W DOWN Yes- Y DL , 1 OL6 .6 , 9 0.6D+0.6W Lat1 Yes Y DL .6 , SL -.024 OL2 .6 10 0.6D+0.6W Lat2 Yes Y DL .6 SL -024 OL3 .6 , 11 0.6D+0.6W Lat3 Yes Y DL .6 Si. -.024 OL4 6 12 0 6D+0 6W Lat4 Yes Y DL .6 SL -024 OL5 .6 . 13 0.60+0.6W DOWN Yes Y DL .6 SL -,024 OL6 .6 14 0 60+0 6W UP Yee Y DL .6 SL -.024 OL7 6 15 D+0.7Ex Yes Y DL 1 Sds*DL .14 Rho*E .7 16 D+3/41S+0.7Ext Yes Y DL 1 Sds*DL_.105 SL .75 Rho*F... 525 17 0.6D+0.7Ex Yes Y DL .6 Sds*DL -.14 SL -.021 Rho*E... .7 , 18 D+0.7E-x Yes- Y DL 1 ,Sds*DL .14 Rho*E.., -.7 19 D+3/4(S+0 7-Exl Yes Y DL 1 Sds*DL .105 SL .75 Rho*E,,. -.525 20 0.6D+0.7E-x .Yes Y DL .6 .Sds*DL -.14 SL -.021 Rho*E.., -,7 , 21 D+0.7Ez Yes Y DL . 1 Sds*DL, .14 Rho*E. , 7 22 D+3/4(S+0 7E7.1 yes Y DL 1 Sds*DL .105 SL .75 Rho`E.., .525 23 0.6D+0.7Ez Yes Y DL .6 ,Sds*DL -.14 SL -.021 Rhc`E... .7 24 Ex Yes, Y Sds`DL_ .2 ELX 1 25 E-x Yes Y Sds*DL .2 ELX -1 ar-ratRI9A-mo Version 17.0.4 [Z:113484 R.AS -02-CC-a,Tigard,OR113484 Engineering110 ft.dear)Ieigh\I' 464 MODEL.r3d1 Page 27 Company : EEC May 26,2020 I ,Iici wH Desig JobNnerumber : TJE13484 R Ch1 PM Checked By: Model Name : AS-SS1646-02-CL-G I nail Cnmhinatinnc (Cnrfinuati) Description Sol...P... S.., BLC Fac.. BLC Fac.. BLC Factor BLC Factor BLC Fac... BLC F......F..,... F...... F...,.. F.,, 26 Ez Yes Y Sds*DL .2 ELZ 1 27 D+Omega*0.7Ex Yes Y DL 1 Sds*DL, .14 Om*ELX .7 28 D+3/4(S+Omega*0.7Ex1 Yes. Y DL 1 Sds*DL�10c a .7F_c m'F1X .525 . 29 0.6D+Omega*0.7Ex Yes Y DL .6 Sds*DL -.14 SL -.021 Om'ELX .7 30 D+Omega*0.7E-x Yes Y DL 1 Sds*DL 14 Om*UC -7 . 31 D+3/4lS+Omega*0.7-Exl Yes Y DL 1 Sds*DL .105 SL .75 Om' -.525 32 0.60+Omega*0 7E-x Yes, Y DL .6 Sds*DL -.14 SL -.021 Om'E,LX -.7 33 D+Omeaa*0.7Ez Yes Y DL 1 Sds*DL .14 Om' Z .7 . 34 D+3/4(S+Omega*0 7Ez.) Yes Y DL 1 Sds*DL.105 SL .75 Om*FLZ 525 35 0.6D+Omega*0.7Ez Yes Y DL .6 Sds*DL -.14 SL -.021 Om'ELZ 7 36 1.4D Yes Y DL 1.4 37 1.2D+1.6S Yes Y DL 1.2 SL 1.6 38 1.20+1 6S+0.5W Lail Yes Y DL 1.2 SL 1,6 OL2 .5 39 1.2D+1.6S+0.5W Lat2 Yes Y DL 1.2 SL 1,6 OL3 .5 40 1 D+1.6S+0.5W DOWN Yes Y DL 1.2 SL 1.6 OL6 .5 . 41 2D+0 5S+1 OW 1 all Yes Y DL 1.2 SL .5 OL2 1 42 1 2D+0.5S+1.OW Lat2 Yes Y DL 1 2 SL 5 013 1 43 1.2D+0 5S+1.OW DOWN Yes- Y DL 1.2 SL .5 OL6 1 44 1.2D+1.0W Lat1 Yes Y DL 1 2 OL2 1 45 1.2D+1.0W Lat2 Yes. Y DL 1 2 OL3 1 46 1.2D+1.0W DOWN Yes Y DL 1 2 OL6 1 47 0.9D+1.OW Lat1 Yes Y DL .9 SL -.036 OL2 1 . 48 0,9D+1.0W Lat2 Yes Y DL .9 SL -.036 OL3 1 49 0 9D+1.0W Lat3 Yes Y DL .9 SL -.036 OL4 1 50 0,90+1 OW 1 at4 Yes- Y DL .9 SL -.036 OL5 1 - , 51 0.9D+1.OW DOWN Yes Y DL .9 SL -.036 OL6 1 52 0 9D+1 OW UP Yes Y DL .9 ' SL -036 01 7 1 , 53 1.2D+1,0Fx Yes- Y DL 1.2 Sds*DL .2 Rho'E... 1 54 1.2D+0 2S+1 OFx Yes_ Y DL 1.2 Sds*DL .2 SL .2 Rho*E... 1 55 0.9D+1.OEx Yes Y DL ,9 Sds'DL -.2 SL -.031 Rho'E... 1 56 1.20+1 OE-x Yes Y DL 1 2 ds*DL .2 ,Rha'F., 1 , 57 1,2D+0.2S+1 OE-x Yes Y DL 1.2 Sds'DL .2 SL .2 Rho*E.., 1 58 0.9D+1.0E-x Yes Y DL .9 Sds*DL -.2 SL -.031 Rho*E.., 1 . . 59 1.2D+1.OEz Yes Y DL 1.2 Sds*DL .2 ,Rho*E... 1 60 1.20+0.2S+1.0Ez Yes Y DL 1.2 Sds*DL, .2 SL .2 Rho*E.., 1 61 0.9D+1.0Ez ,Yes Y DL .9 Sds*DL -.2 SL -.031 Rho*E... 1 62 1.2D+Omega*1.OEx Yes, Y DL 1.2 Sds*DL .2 Om*EL2( 1 63 1.2D+0.2S+Omeaa*1.0... Yes Y DL 1 2 Sds*DL 2 SL .2 Om*ELX 1 64 0.9D+Omega*1.OFx Yes Y DL .9 Sds*DL -.2 SL -.031 Om*mac 1 65 1.2D+Omeaa*10E-x Yes Y DL 1.2 Sds*DL 2 Om* 1 66 1.2D+0.2S+Omega*1,0... Yes Y DL • *DI__ .2 SL .2 Om*W 1 . 67 0.9D+Omeoa'1.OE-x Yes Y DL .9 Sds'DL -.2 SL -.031 pm*EW 1 68 190+Omega*l.0E2 •. -s S . *' .._,2 Om*O2 1 69 1.2D+0,2S+Omeaa*1.0... Yes Y DL 1.2 Sds*DL .2 SL .2 Om" 1 . 70 0.9D+Omega'1.OEz Yes Y DL .9 Sds*DL -.2 SL -.031 Om*ELZ 1 I nail (nmhinatinn Macias Description ASIF CD Service Not Rolled Cold Formed Wood Concre..MasonryAlumin.. Stainle.. Conne... 1 D Yes Yes Yes Yes Yes Yes Yes Yes Yes 2 D+S Yes Yes Yes Yes Yes Yes Yes Yes Yes 3 D+3/4(S+0.6W Lat1) Yes Yes Yes Yes , Yes Yes Yes Yes Yes 4 D+3/4(S+0.6W Lat2) Yes Yes Yes Yes Yes Yes Yes Yes Yes 5 D+3/4(S+0.6W DOWN) Yes Yes Yes Yes Yes Yes Yes Yes Yes 6 D+0 6W I at1 Yes Yes Yes Yes Yes Yes Yea Yes Yes 7 D+0.6W Lat2 Yes Yes Yes Yes Yes Yes Yes Yes Yes 8 0+0.6W DOWN Yes Yes Yes Yes Yes Yes Yes Yes Yes 9 0.6D+0,6W Lat1 , Yes Yes Yes Yes , Yes Yes Yes Yes Yes 10 0.6D+0.6W Lat2 Yes Yes Yes Yes Yes Yes Yes Yes Yes 11 0.6D+0.6W Lat3 Yes Yes Yes Yes Yes Yes Yes Yes Yes 12 0.6D+0.6W Lat4 Yes Yes Yes Yes Yes Yes Yes Yes Yes 13 0.6D+0.6W DOWN Yes Yes Yes Yes Yes Yes Yes Yes Yes 14 0.6D+0.6W UP Yes Yes Yes Yes Yes Yes Yes Yes Yes 15 D+0.7Ex Yes Yes Yes Yes Yes Yes Yes Yes Yes 16 D+3/4(S+0.7Ex) Yes Yes Yes Yes Yes Yes Yes Yes Yes 17 0.6D+0.7Ex Yes Yes Yes Yes Yes Yes Yes Yes Yes 18 D+0.7E-x Yes Yes Yes Yes , Yes Yes Yes Yes Yes 19 D+3/4(S+0.7-Ex) Yes Yes Yes Yes . Yes Yes Yes Yes , Yes 20 O.6D+0.7E-x Yes Yes Yes Yes Yes Yes Yes Yes Yes 21 D+0 7Ez , Yes Yes Yes Yes Yes Yes Yes Yes Yes 22 D+3/4(S+0.7Ez) Yes Yes Yes Yes Yes Yes Yes Yes , Yes 23 0.6D+0.7Ez Yes Yes Yes Yes Yes Yes Yes Yes Yes 24 Ex Yes Yes Yes Yes Yes Yes Yes 25 E-x Yes Yes Yes Yes Yes Yes Yes 26 Ez Yes Yes Yes Yes Yes Yes Yes RISA-3D Version 17.0.4 [Z:\13484 R AS-SS1646-02-CL-G,Tigard,OR113484 Engineering\ib . ear weigh 7:' I.•• L. .T Company : EEC May 26,2020 2: PM III ■� w Designer TJE Checked ke RI SA Job Number : 13484 R Checked By: ,,,,=:.-;,,,,,,.,;,, Model Name : AS-SS1646-02-CL-G I nail Cnmhinatinn Aaaian (Cnntinunr/) Description ASIF CD Service of Rolled Cold Formed Wood Concre..Masonry Alumin...Stainle...Conne,.. 27 . D+Omeea*0.7Ex Yes Yes Yes Yes Yes Yes Yes Yes Yes 28 0+314(S+Omega*0 7Ex) Yes Yes Yes Yes Yes Yes Yes Yes Yes 29 0.6D+Omeaa*0.7Ex Yes Yes Yes Yes Yes Yes Yes Yes Yes 30 D+Omega*0 7E-x Yes Yes Yes Yes Yes Yes Yes Yes Yes 31 D+3/4(S+Omeaa*0.7-Ex) Yes Yes Yes Yes Yes Yes Yes Yes Yes 32 0.6D+Omega*0.7E-x Yes Yes Yes Yes Yes Yes Yes Yes Yes 33 D+Omega*0,7Ez Yes Yes Yes Yes Yes Yes , Yes Yes Yes 34 D+3/4(S+Omega*Q 7Ez) Yes Yes Yes Yes Yes Yes Yes Yes Yes 35 0.60+Omega*0.7Ez Yes Yes Yes Yes Yes Yes Yes Yes Yes 36 1.4D Yes Yes Yes Yes Yes Yes Yes 37 1,2D+1.6S Yes Yes Yes Yes Yes Yes , Yes 38 1.20+1.65+0.5W Lat1 Yes Yes Yes Yes Yes Yes Yes 39 1.2D+1.6S+0.5W Lat2 Yes Yes , Yes Yes Yes , Yes Yes 40 1.2D+1.6S+0.5W DOWN Yes Yes Yes Yes Yes Yes Yes 41 1 2D+0.5S+1.OW Lail Yes Yes Yes Yes Yes Yes Yes 42 1.2D+O.5S+1.OW Lat2 Yes Yes Yes Yes Yes Yes Yes 43 1.2D+0.5S+1.0W DOWN Yes Yes Yes Yes Yes Yes Yes 44 1.20+1.OW Latt Yes Yes Yes Yes Yes Yes Yes 45 1,2D+1.OW Lat2 Yes Yes Yes Yes Yes Yes Yes 46 1.20+1 OW DOWN Yes Yes Yes Yes Yes Yes Yes 47 0.9Q+1.OW Lat1 Yes Yes Yes Yes Yes Yes Yes 48 0.9D+1.0W Lat2 Yes Yes , Yes Yes Yes Yes Yes 49 0.90+1,OW Lat3 Yes Yes Yes Yes Yes Yes Yes 50 0.9D+1.0W Lat4 Yes Yes Yes Yes Yes Yes Yes 51 0.9D+1.0W DOWN Yes Yes Yes Yes Yes Yes Yes 52 0.9D+1.0W UP Yes Yes Yes Yes Yes Yes Yes 53 1.2D+1.0Ex Yes Yes Yes Yes Yes Yes Yes 54 1.2D+0.2S+1 0Ex Yes Yes Yes Yes Yes Yes Yes 55 0.90+1 0Ex Yes Yes Yes Yes Yes Yes , Yes 56 1.2D+1.OE-x Yes Yes Yes Yes Yes , Yes Yes 57 1.2D+0.2S+1,0E-x Yes Yes , Yes Yes Yes Yes Yes 58 0.9D+1.OE-x Yes Yes Yes Yes Yes Yes Yes 59 1.2D+1,0Ez Yes Yes Yes Yes Yes Yes Yes 60 1.2D+0.2S+1.0Ez Yes Yes Yes Yes Yes Yes Yes 61 0.9D+1.0Ez Yes Yes Yes Yes , Yes Yes Yes 62 1.2D+Omega*1.OEx Yes Yes Yes Yes Yes Yes Yes 63 1.2D+0.2S+Omeaa*1,0Ex Yes Yes Yes Yes Yes Yes Yes 64 0.9D+Omega*10Ex Yes Yes , Yes Yes Yes Yes Yes 65 1.2D+Omega*1.0E-x Yes Yes Yes Yes Yes Yes Yes 66 12D+0.2S+Omega*1OE-x Yes Yes Yes Yes Yes Yes Yes 67 0.9D+Omega*1 DE-x Yes Yes Yes Yes Yes Yes Yes 68 1.2D+Omega*1.OEz Yes Yes Yes Yes Yes Yes Yes 69 1.2D+0.2S+Omeaa*1.OEz Yes Yes Yes Yes Yes Yes Yes 70 0,9D+Omega*1.0Ez Yes Yes Yes Yes Yes Yes Yes mint Raartinnc (Ry !tam) LC Joint Label X[lb] Y flbl Z[lb] MX[k4nl. MY[k-in] MZ fk-inl 1 1 N1 0 2544.792 0 0 0 170 3 2 2 0 6304.746 0 0 0 496.838 3 3 -445 766 6948 387 0 0 0 624.919 • 4 4 -393.625 6635.528 0 0 0 534.626 5 5 -152.533 6280.087 -301.758 -29.739 12.246 515.988 6 6 -594.355 4656.298 0 0 0 449,042 7 7 -524.833 4239.153 0 0 0 329.116 8 8 -203.397 3765.259 -401 798 -39.382 16 276 304.363 9 9 -594.355 3548.142 0 0 0 372.556 10 10 -524.833 3130.997 0 0 0 252.816 11 11 488.802 -29.378 0 0 0 -75.514 12 12 457.372 159.207 0 0 0 -134.198 13 13 -203.401 2657.109 -401.701 -39.292 16.261 228..095 14 14 209.747 178.119 -401.887 -39.129 16.261 -43.362 15 15 -1218.195 2848.335 0 0 0 338.392 16 16 -913.646 5592_414 0 0 0 541.063 17 17 -1218 195 1144.373 0 0 0 222.665 18 18 1218.195 , 2848.335 0 0 0 42.753 19 19 913.646 5592.414 0 0 0 319.423 20 20 1218 195 1144 373 0 0 0 -72.996 21 21 -.076 2848.436 -1379.306 -171.218 95.171 190.704 22 22 -.189 5592.665 -1036.293 -129.418 71 598 430.365 23 23 -.027 1144.41 -1378.635 -170.577 95.042 74.951 24 24 -1338.676 433.633 0 0 0 191.319 25 25 1338.676 433.633 0 0 0 -133 591 26 26 -.008 433.643 -1514.672 -187104 104.373 28.948 27 36 D 3562.709 0 0 0 238.335 RISA-3D Version 17.0.4 [Z:113484 R AS-SS1646-02-CL-G,Tigard,OR113484 Engineering110 ft.Clear Height113484 MODPL.r3d) Page 29 May 26,2020 P u�l e 4 Company : EEC 2:01 PM Designer TJE Job Number : 13484 R Checked By: Model Name : AS-SS1646-02-CL-G !Hint Raartinnc (Ry !tam) (Cnntinfiarl) LC Joint Label X flbl Y flbl Z flbl MX fk-inl MY fk-inl MZ fk-inl 28 37 0 9069.677 0 0 0 725 961 29 38 -495.296 10829.265 0 0 0 959.39 30 39 -437.361 10481.644 0 0 0 859.054 31 40 -169.478 10086.704 -335.408 -33.067 13.615 838.343 32 41 -990.592 8452 904 0 0 0 831 847 33 42 -874.722 7757.662 0 0 0 631.754 34 43 -338.984 6967.823 -669.932 -65.759 27.149 590.446 35 44 -990.592 6572.927 0 0 0 668.372 36 45 -874.722 5877.685 0 0 0 468.656 37 46 -338.998 5087.866 -669 572 -65.558 27,113 427.427 38 47 -990.592 5674.131 0 0 0 605.173 39 48 -874.722 4978.889 0 0 0 405.61 40 49 814.67 -288.402 0 0 0 -141.536 41 50 762.287 25.906 0 0 0 -239.331 42 51 -339.001 4189.075 -669.484 -65.481 27.1 364.408 43 52 349.577 57.427 -669 807 -65.198 27.101 -87 953 44 53 -1740 279 3487.383 0 0 0 444.324 45 54 -1740.279 4239.373 0 0 0 509.285 46 55 -1740.279 1740.122 0 0 0 325.066 47 56 -1740.279 3487.383 0 0 0 444.324 48 57 -1740 279 4239.373 0 0 0 509.285 49 58 -1740.279 1740.122 0 0 0 325.066 50 59 -.082 3487.493 -1970.077 -244.238 135.887 233.31 51 , 60 -.124 4239.54 -1970.66 -244.566 135.958 _ 298.3 52 61 -.037 1740.172 -1969.453 -243.653 . 135.768 114.028 53 1 N8 0 3549.274 0 0 0 256.586 54 2 0 10749 274 0 0 0 884 872 55 3 -785.387 11981.402 0 0 0 1127,643 56 4 -685.518 11382.168 0 0 0 953.332 57 5 -179.091 10023.616 -300.036 -29,736 12.239 845.941 58 6 -1047182 7592112 0 0 0 786.492 59 7 -914,023 6793,132 0 0 0 555.791 60 8 -238.747 4981.674 -401.036 -39.377 16.267 413.908 61 9 -1047.182 5999,602 0 0 0 667,351 62 10 -914.023 5200.623 0 0 0 437,2 63 11 845.28 -850.318 0 0 0 -180.87 64 12 785.137 -489.445 0 0 0 -293.701 65 13 -238.739 3389.153 -401.231 -39.287 16.252 295.678 66 14 260.621 393.007 -401.731 -39.124 16.252 -31.945 67 15 -1698.875 3972.631 0 0 0 501.913 68 16 -1274.156 9266.792 0 0 0 , 910.915 69 17 -1698.875 , 1555.007 0 0 0 324.692 70 18 1698.875 3972.631 0 0 0 72 285 71 19 1274.156 9266.792 0 0 0 588.992 72 20 1698,875 1555.007 0 0 0 -105.036 73 21 0 3972.631 -1376.651 -171,285 95.179 287.339 74 22 0 9266.792 -1028.862 -129.471 71 606 750.088 75 23 0 1555.007 -1377.995 -170.643 95.05 110.067 76 24 -1866.896 604.796 0 0 0 279.515 77 25 1866.896 604.796 0 0 0 -192.756 78 26 0 604.796 -1514,903 -187.176 104.383 43 56 79 36 0 4968.984 0 0 0 359,033 80 37 0 15779.129 0 0 0 1310.806 81 38 -872.652 19148.16 0 0 0 1756.78 82 39 -761.686 18482.344 0 0 0 1562.987 83 40 -198.996 16972.851 -333.212 -33.063 - 13.607 1443.544 64 41 -1745.304 14597.192 0 0 0 1504 689 85 42 -1523.372 13265.559 0 0 0 1119.247 86 43 -397.936 10246 494 -667.825 -65.751 27.134 882.063 87 44 , -1745.304 10997.192 0 0 0 1189.611 88 45 -1523.372 9665.559 0 0 0 805.566 89 46 -397.905 6646 453 -668.547 -65.55 27.097 569.385 90 47 -1745.304 9673.21 0 0 0 1089.044 91 48 -1523.372 8341.577 0 0 0 705.454 92 49 1408.8 -1743.324 0 0 0 -324.469 93 50 1308.561 -1141.87 0 0 - 0 -512.49 94 51 -397.898 5322.46 -668.725 -65.473 27.085 469.591 95 , _ 52 434.37 328.882 -669.593 -65.189 27.084 -76.329 96 53 -2426.964 4863.925 0 0 0 658.018 97 54 -2426.964 6303.925 0 0 0 782.447 98 55 -2426.964 2366.35 0 0 0 474 222 99 56 -2426 964 4863.925 0 0 0 , 658.018 100 57 -2426.964 6303.925 0 0 0 782.447 101 58 -2426.964 236635 0 0 0 474.222 102 59 0 4863.925 -1967.366 -244 332 135.899 351.415 RISA-3D Version'It.6.4 [Z:\13484 R AS-SS1646-02-CL-G,Tigard,OR113484!ngineering110 ft.Clear Height\13484 MODEL.r3d] Page 30 ny : EEC May 26, PM I l I R'SA ob gpumber : TJE R C001 k M2gY0 ;, Model Name : AS-SS1646-02-CL-G _Mint Raarfinnc (Ry Nam (f`nnfinr+ad) LC Joint Label X[lb] Y[lb] Z[Ibj MX[k-i J MY[k-in] MZ[k-in] 103 60 0 6303,925 -1966.201 -244.661 135.971 475.896 104 61 0 2366,35 -1968.616 -243,747 135.78 167,576 105 , 1 N15 0 2544.792 0 0 0 170.3 106 2 0 6304.746 0 0 0 496.838 107 3 -445.766 6946.387 0 0 0 624 919 108 4 -393.625 6635.528 0 0 0 534 626 109 5 -62.77 5741.528 -301.955 -29.731 12.231 456.452 110 6 -594.355 4656.298 0 0 0 449.042 111 7 -524.833 4239.153 0 0 0 329.116 112 0 -83.714 3047.182 402.165 -39.37 16256 225.4 113 9 -594.355 3548.142 0 0 0 372.556 114 10 -524.833 3130.997 0 0 0 252.816 115 11 , 488,802 , -29.378 0 0 0 , -75.514 116 12 457,372 159 207 0 0 0 -134 198 117 13 -83 719 1939.032 -402.067 -39 281 16.241 , 149.28 118 14 83.779 933.915 -401.38 , -39.119 16 241 39.303 119 15 -1218.195 2848.335 0 0 0 336.392 120 16 -913 646 5592.414 0 0 0 541.063 , 121 17 -1218.195 1144.373 0 0 0 222.665 122 18 1218.195 2848.335 0 0 0 42753 123 , 19 913.646 5592,414 0 0 0 319.423 124 20 1218.195 1144.373 0 0 0 -72.996 125 21 .076 2848.233 -1379,307 -171,218 95.171 190.655 126 22 .189 5592.164 -1036.294 -129.418 71.598 430.243 127 23 .027 1144.336 -1378.635 -170.577 95.042 74.933 128 24 -1338.676 433.633 0 0 0 191.319 129 25 1338.676 433.633 0 0 0 -133.591 130 26 .008 433.622 -1514.672 -187.104 104.373 28.943 131 36 0 3562.709 0 0 0 238.335 132 37 0 9069.677 0 0 0 725 961 133 38 -495 296 10829.265 0 0 0 959.39 134 39 -437.361 10481.644 0 0 0 859.054 , 135 40 -69.742 9488.307 -335.546 -33.057 13.597 772.161 136 41 -990.592 8452.904 0 0 0 831.847 137 42 -874.722 7757.662 0 0 0 631.754 138 43 -139.511 5771.026 -670.575 , -65.739 _27.115 458.658 139 44 -990.592 6572.927 0 0 0 668.372 140 45 -874 722 5877.685 0 0 0 468 656 141 46 -139.527 3891.071 , -670.213 -65.539 27.079 295.951 142 47 -990.592 5674131 0 0 0 , 605173 143 48 -874 722 4978.889 0 0 0 405.61 144 49 814.67 -288.402 0 0 0 -141.536 145 50 762.287 25.906 0 0 0 -239.331 146 51 -139.531 2992.28 -670.123 -65.462 27.066 233.06 147 52 139.631 1317.088 -668.932 -65.18 27.066 49.793 148 53 -1740.279 3487.383 0 0 0 444.324 149 54 -1740.279 4239.373 0 0 0 509.285 150 55 -1740.279 1740.122 0 0 Q 325,066 151 56 -1740.279 3487.383 0 0 0 444.324 152 57 -1740.279 4239,373 0 0 0 509 285 153 - 58 -1740.279 1740.172 0 0 , 0 325 066 154 59 .082 3487.272 -1970.077 -244,238 135.887 233257 155 60 .124 4239 207 -1970.661 -244.566 135 958 298 22 156 61 .037 1740.071 -1969 453 -243.653 135.768 114.004 157 1 Totals: 0 8638.858 0 158 2 0 23358 766 0 159 3 -1676.919 25878.176 0 160 4 -1472.768 24653.224 0 161 5 -394.394 22045.231 -903.749 162 6 -2235,893 16904.708 0 163 7 -1963.69 15271,438 0 164 8 -525 858 11794 114 -1204.999 165 9 -2235.893 13095.887 0 , 166 10 -1963.69 11462.617 0 167 11 1822,884 -909,073 0 168 12 1699 881 -171.031 0 169 13 -525 858 7985.293 -1204.999 170 14 554.147 1505.042 -1204.999 171 15 -4135.265 9669.301 0 172 , 16 -3101.449 20451.621 0 173 17 -4135.265 3843.754 0 174 18 4135 265 9669.301 0 175 19 3101.449 20451.621 0 176 20 4135 265 3843.754 0 177 21 0 9669.301 -4135.265 RISA-30 Version 17.0.4 [Z:113484 R AS- SS1646-012--CL-G,Tigard,OR113484 Engineering110 ft.Clear Ike gu,t\1�3484 Mt DEL.r3d] Page 31 IIRISA Company : EEC M01 P 2020 Designer : TJE 2:0 PM Job Number 13484 R Checked By: ,,„„E,; ,„„,,,,,,;,_ Model Name : AS-SS1646-02-CL-G -Mint Rpartinnc (Ry ham) (Cnntinupd) LC Joint Label X flbl Y flbl Z flbl MX fk-inl MY fk-inl MZ fk-inl 178 22 0 20451.621 -3101.449 179 23 0 3843.754 -4135.265 180 24 -4544 247 1472.061 0 181 25 4544.247 1472.061 0 , 182 26 0 1472.061 -4544.247 183 36 0 12094.401 0 184 37 0 33918.482 0 185 38 -1863.244 40806.691 0 186 39 -1636.408 39445 632 0 187 40 -438,215 36547.862 -1004.166 188 41 -3726.488 31503.001 0 189 42 -3272.817 28780.883 0 190 43 -876.43 22985.344 -2008-331 191 44 -3726.488 24143,047 0 192 45 -3272,817 21420.929 0 193 46 -876 43 15625.39 -2008 331 194 47 -3726.488 21021473 0 195 48 -3272817 18299.356 0 196 49 3038139 -2320.128 0 197 50 2833134 -1090.058 0 198 51 -876.43 12503.816 -2008.331 199 . 52 923.579 1703.396 -2008.331 200 53 -5907.521 11838.69 0 201 54 -5907.521 14782.672 0 202 55 -5907.521 5846.593 0 203 56 -5907.521 11838.69 0 704 57 -5907_521 14782 672 0 205 58 -5907.521 5846.593 0 206 59 0 11838.69 -5907.521 , 207 60 0 14782.672 -5907.521 208 61 0 5846,59'i -5907 521 209 1 COG(ft): X:5.741 Y.-.151 Z:0 210 2 X:6.631 Y:.695 Z:0 211 3 X:6.88 Y:.777 Z:0 212 4 X:6.154 Y:.637 Z:0 213 5 X:6.6 Y:.666 Z:-.55 214 6 X:6.835 Y:.573 Z:0 215 7 X:5.267 Y:.251 Z:0 216 8 X:6.119 Y:.208 Z:-1.37 217 9 X,7.115 Y:.747 Z:0 218 10 X:5.066 Y: 343 Z:0 219 11 X:9.483 Y:7.899 Z:0 220 12 XI 166.738 Y'61.373 Z'0 221 13 X:6.237 Y:.32 Z:-2023 222 14 X:2.288 Y:-3.435 Z: 11.299 223 15 X:5.741 Y:-.151 Z:0 224 16 X:6.504 Y:.574 Z:0 225 17 X:5.627 Y:-.259 Z:0 226 18 X:5.741 Y:-.151 Z:0 227 19 X:6.504 Y: 574 Z:0 228 20 X:5.627 Y -.259 Z:0 229 21 X:5.741 Y:-.151 Z:0 230 22 X:6.504 Y:.574 Z:0 231 23 X'5.627 Y:-.259 Z:0 232 24 X:5.741 Y:-.151 Z:C 233 25 X:5.741 Y:-.151 Z:0 234 26 X:5.741 Y'-.151 Z:0 235 36 X:5.741 Y.-_151 Z:0 236 , 37 X:6.772 Y:.782 Z:0 237 38 X:6.934 Y..874 Z:0 238 39 X.6.432 V:.781 Z:0 239 40 X:6.753 Y: .811 Z:-.368 240 41 X.7.049 Y:.81 Z.0 241 42 X:5.683 , Y:.548 Z:0 242 43 X:6.517 V:.586 Z:-1.172 243 44 X'7.017 V:.694 Z:0 244 45 X:5.178 Y:.327 Z:0 245 46 X:6.217 Y:.301 Z:-1.723 246 47 , X:7171 Y:.785 Z:0 247 48 X.5.041 Y:.369 Z:0 248 49 X'8.148 Y'5 071 Z:0 249 50 X'47.766 Y.15 865 Z:0 250 51 _X'6 276 , V:.357 Z.-2154 , 251 52 X:.705 Y:-4.941 Z: 16.639 252 53 X:5 741 Y:-.151 Z:0 RISA-3D Version 17.0.4 [Z:113484 R AS-SS1646-02-CL-G,Tigard,OR113484 Engineering\10 ft.Clear Height\13484 MODEL.r3d1 Page 32 Company : EEC May 26,2020 1 u n■!+ . Designer : TJE 2:01PM R�\i Job Number 13484 R Checked By: ,,,s,„ Model Name : AS-SS1646-02-CL-G mint Raartinnc (Ay Ham) (rnntiniu rl) LC Joint Label X fib] Y[lb] Z[Ibl MX fk-inl MY fk-inl MZ fk-in], 253 54 X:6.0:2 Y:.116 254 55 X:5.6s Y:-256 255 56 X:5.741 Y.-.151 Z:0 256 57 X.6.022 Y:.116 Z.0 257 58 X.5.631 Y:-.256 Z:0 258 59 X:5.741 Y:-.151 Z:0 259 60 X:6.022 Y:.116 Z:0 260 61 X:5 631 Y:-.256 Z:0 mint Roartinnc - Avarctranath LC Joint Label X flbl Y pb] Z[lb] MX[k-in] MY[k-in] MZ fk-inl 1 27 1171.341 2848.335 0 0 0 332.714 2 28 -878.506 5592.414 0 0 0 536.806 3 29 -1171.341 1144.373 0 0 0 216.987 4 30 117L341 2848335 0 0 0 48.446 5 31 878,506 5592.414 0 0 0 323.69 6 32 1171.341 1144.373 0 0 0 -67.302 7 33 -.073 2848.432 -1326.256 -164.633 91.51 190.703 8 34 -.182 5592 655 -996.436 -124.441 68.845 430,362 9 35 -.026 1144.409 -1325.611 -164.017 91.386 74.95 10 62 -1673.345 3487.383 0 0 0 436,212 11 63 -1673.345 4239.373 0 0 0 501.173 12 64 -1673.345 1740.122 0 0 0 316.954 13 65 -1673.345 3487.383 0 0 0 436.212 14 66 -1673.345 4239.373 0 0 0 501.173 15 67 -1673.345 1740.122 0 0 0 316.954 16 68 -.079 3487 489 -1894.305 -734 844 130,66 233.309 17 69 -.119 4239.533 -1894.865 -235.159 130,729 298.299 18 70 -.036 1740.17 -1893 705 -234.282 130.546 114.028 19 27 N8 -1633 534 3972 631 0 0 0 493.669 20 28 -122515 9266.792 0 0 0 904 734 21 29 -1633.534 1555.007 0 0 0 316,446 22 30 1633.534 3972.631 0 0 0 80.565 23 31 1225.15 9266.792 0 0 0 595.192 24 32 1633.534 1555.007 0 0 0 -96.754 25 33 0 3972.631 -1323.703 -164.697 91.519 287.339 26 34 0 9266 792 -989 29 -124.491 68.852 750.088 27 35 0 1555.007 -1324 995 -164.08 91.395 110.067 28 62 -2333.62 4863.925 0 0 0 646.236 29 63 -2333.62 6303 925 0 0 0 770.667 30 64 -2,133.62 2366.35 0 0 0 462.439 31 65 -2333.62 4863.925 0 0 0 646.236 32 66 -2333.62 6303.925 0 0 0 770.667 33 67 -2333.62 2366.35 0 0 0 462.439 34 68 0 4863.925 -1891.699 -234.935 130.672 351.415 35 69 0 6303.925 -1890.578 -235.251 130.741 475.896 36 70 0 2366.35 -1892.9 -234.372 130.558 167.576 37 27 N15 -1171 341 2848 335 0 0 0 332.714 38 28 -878.506 5592 414 0 0 0 536 806 , 39 29 -1171,341 1144,373 0 0 0 216.987 40 30 1171.341 2848.335 0 0 0 , 48.446 41 , 31 878.506 5592.414 0 0 0 323.69 42 32 1171,341 1144.373 0 0 0 -67.302 43 33 .073 2848.237 -1326,257 -164.633 91.51 190.656 44 34 .182 5592.174 -996.437 -124.441 68.845 430 245 45 35 . .026 1144.338 -1325.611 -164.017 91.386 74.933 46 62 -1673.345 3487.383 0 0 0 436.212 47 63 -1673.345 4239.373 0 0 0 501.173 48 64 -1673.345 1740.122 0 0 0 316 954 49 65 _ -1673.345 3487,383 0 0 0 436.212 50 66 -1673.345 4239.373 0 0 0 501.173 51 , 67 -1673.345 1740.122 0 0 0 316 954 52 68 .079 3487 277 -1894.305 -234.844 130.66 233.258 53 69 .119 4239.214 -1894.866 -235.159 130.729 298.221 54 70 .036 1740.073 -1893.705 -234.282 130.546 114.004 55 27 Totals: -3976.216 9669 301 0 56 28 -2982.162 20451.621 0 57 29 -3976.216 3843.754 0 58 30 3976.216 9669.301 0 , 59 31 2982.162 20451.621 0 60 32 3976.216 3843.754 0 61 33 0 9669.301 -3976,216 62 34 0 20451 621 -2982.162 63 35 0 3843 754 -3976.216 •-.5a erson 17. .4 (Z:113484 A - S1 0 - L- , igard,0 1 ngineering 0 . ear eig t L.r3d] age'- Company : EEC May 26,2020 21 IIIRISA Jab N Designerumber : TJE13484 R C C e PM hecked By: ANP..riSCHFASCCMP,+>;, Model Name : AS-SS1646-02-CL-G _Mint Raartinnc . Averefrianath (ftnnfinuarf) LC Joint Label X 8bl Y Ilbl Z Ilbl MX[k-inl MY Ik-inl MZ fk-all 64 62 -5680.309 11838.69 0 65 63 -5680.309 14782.672 66 64 -5680.309 5846.593 0 67 65 -5680.309 11838.69 0 68 66 -5680.309 14782672 0 69 67 -5680.309 5846.593 0 70 68 0 11838.69 -5680.309 71 69 0 14782.672 -5680.309 72 70 , 0 5846.593 -5680.309 73 27 COG(ftl' X:5.741 Y:-.151 Z:0 74 28 X:6,504 Y;.574 Z:0 75 29 X:5.627 Y:-.259 Z:0 76 30 X:5.741 Y:-.151 Z:0 77 31 X:6 504 Y:.574 Z:0 78 32 X:5.627 Y:-.259 ' Z:0 79 33 X:5.741 Y:-.151 Z:0 80 34 X:6.504 Y:.574 Z:0 81 35 X:5.627 Y:-.259 Z:0 82 62 X:5.741 Y.-.151 Z:0 83 63 X:6 022 Y .116 Z:0 84 64 X:5.631 Y:-256 Z 0 85 65 X:5.741 Y:-.151 Z:0 86 66 X:6.022 Y:.116 Z:0 87 67 X:5.631 Y:-.256 Z:0 88 68 X:5.741 Y:-.151 Z.0 89 69 X:6.022 Y:.116 Z:0 90 70 X-5.631 Y--256 10 Mamhar Aartinn Fnrrac LC Member Label Sec Axlalpb] v Shear]Ib]. z Shearpb] Toraue[k-int y-y Moment[k-in] z-z Moment[k-in] 1 1 M1 1 2544.792 3.093 0 0 0 170.3 2 2 2239132 3.093 0 0 0 170.106 3 3 1933.472 3.093 0 0 0 169.913 4 2 M1 1 6304.746 24.201 0 0 0 496.838 5 2 5999.086 24.201 0 0 0 495.322 6 3 5693.426 24.201 0 0 0 493.806 7 3 M1 1 6948.387 , 478.545 0 0 0 624.919 8 2 6642.727 436.733 0 0 0 596.252 9 3 6337.067 994•2 0 0 0 570.205 10 , 4 M1 1 6635.528 42033 0 0 0 534.626 11 2 6329.868 378.518 0 0 0 509.606 12 3 6024.208 336 706 0 0 0 487.205 13 5 M1 1 6280.087 177 267 -304.48 12.246 29.739 515.988 14 2 5974.427 177.267 -221.09 12.246 13.278 504.884 15 3 5668.767 177.267 -137.701 12.246 2.041 493.78 16 6 -M1 1 4656,298 609.423 , 0 0 0 449.042 17 2 4350.638 553.673 0 0 0 412.614 18 3 4044.978 497 923 0 0 0 379.678 19 7 M1 1 4239.153 534.684 , 0 0 0 329.116 20 , 2 3933 493 478.934 0 0 0 297.37 21 3 3627.833 423.185 0 0 0 269.115 22 8 MI 1 3765.259 211.725 -403.884 16.276 39.382 304.363 23 2 3459.599 211.725 , -292.698 16.276 17.565 291.101 24 3 3153 939 211 725 -181 512 16 276 2 713 277 838 25 9 M1 1 3548 142 , 603 898 0 0 0 372.556 26 2 3364 746 548.148 0 0 0 336.474 27 3 3181.35 492.398 0 0 0 303.884 28 10 MI 1 3130.997 530 4 0 0 0 252 816 29 2 2947.601 474.651 0 0 0 221.338 30 , 3 2764.205 418.901 0 0 0 193.352 31 11 M1 1 -29.378 -488.703 0 0 0 -75 514 32 2 -212.774 -432 953 0 0 0 -46 648 33 3 -396.17 -377.204 0 0 0 -21.274 34 12 M1 1 159 207 -457.349 0 0 0 -134.198 35 2 -24,189 -401.599 0 0 0 -107.296 36 3 -207.585 -345.85 0 0 0 -83.885 37 13 M1 1 2657109 207.823 -403,189 16261 39.292 228.095 38 2 2473 713 207.823 -292.003 16.261 17.519 215.077 39 3 2290.317 207.823 -180.817 16.261 2.71 202.059 40 14 M1 1 178.119 -209.745 -401.884 16.261 39.129 -43.362 41 2 -5.277 -209.745 -290.698 16.261 17.437 -30.224 42 3 -188.673 , -209.745 -179.512 16.261 2.71 -17.085 43 15 M1 1 2848.335 1224.147 0 0 0 338.392 44 2 2506.215 1077.84 G 0 0 266.293 I�ISA-3b Version 17.0.4 [Z:113484 R AS-SS1646-02-CL-G,Tigard,OR\13484 Engineering110 ft.Clear HeigI t113484 MODEL.r3d] Page 34 Company : EEC May 26,2020 Designer : TJE 2:01 PM Job Number : 13484 R Checked By: - Model Name : ASSS1646-02-CL-G Mamhaar Sartinn Fnrrac(Cnntinzladl) LC Member Label Sec Axialfbl v Shearflbl z Shear[lb] Toraue[k-int y-y Momentlk-inl z-z Momendk-inl 45 3 2164.096 931.532 0 0 0 203.36 46 16 M1 1 5592.414 935.284 0 0 0 541.063 47 2 5259.41 825.554 , 0 0 0 485.914 48 3 4926.406 715.823 0 0 0 437.638 49 17 M1 1 1144.373 1219.629 0 0 0 222,665 50 2 997.436 , 1073.322 0 0 0 150.85 51 3 850.5 927.014 0 0 0 88.199 52 18 M1 1 2848.335 -1216.387 0 0 0 42,753 53 2 2506.215 -1070.08 0 0 0 114.365 54 3 2164 096 -923.772 0 0 0 176.812 55 19 M1 1 5592.414 -898.529 0 0 0 319.423 56 2 5259.41 -788.799 0 0 0 372.27 57 3 4926.406 -679.068 0 0 0 418.244 58 20 Mt 1 1144-373 -1218 414 0 0 0 -72.996 59 2 997.436 -1072.107 0 0 0 -1.257 60 3 850.5 -925.8 0 0 0 61.318 61 21 M1 1 2848.436 3.961 -1386.378 95.171 171.218 190.704 62 2 2506 317 3.961 -1240.071 95171 88 958 190 456 63 2164 198 3 n61 -1093 764 95 171 15 862 190 208 64 22 M1 1 5592.665 18.572 -1047.509 71.598 129.418 430.365 65 2 5259.66 18.572 -937.779 71.598 67.239 429.201 66 , 3 4926.656 18.572 -828.048 71.598 11.934 428.036 67 23 M1 1 1144.41 .635 -1381.432 95.042 170.577 74.951 68 2 997.473 .635 -1235,125 95.042 88.627 74,911 69 3 850 536 .635 -1088.818 95.042 15.841 74.871 70 1 M2 , 1 282.044 1693.093 0 0 0 171,393 71 2 159.023 954.744 0 0 0 47.145 72 3 0 .006 0 0 0 0 73 2 M2 1 813.436 4887.936 0 0 0 498,876 74 2 469,384 2821.416 0 0 0 130.517 75 3 0 02 0 0 0 0 76 3 M2 1 634155 5525 325 0 0 0 575.66 77 2 345.358 3328.2 0 0 0 153.624 78 3 0 .023 0 0 0 0 79 4 M2 1 634,153 5090.216 0 0 0 493.465 80 2 345.354 2621.273 0 0 0 121.44 81 3 0 .02 0 0 0 0 82 5 M2 1 680.607 4888.124 -136.863 0 12.406 498.845 83 2 391.805 2821.1 -67.179 0 3.085 130.506 84 3 0 .02 -.001 0 0 0 85 6 M2 1 220.133 3607133 0 0 0 382.869 86 2 97.109 2252.274 0 0 _ 0 105.738 87 3 0 .014 0 0 0 0 88 7 M2 1 220.13 3027.879 0 0 0 273.38 89 2 97.104 1310.356 0 0 0 62.858 90 3 0 .01 0 - 0 0 0 91 8 M2 1 282.056 2758.24 -181.942 0 16.485 280.509 92 2 159.03 1576.522 -89.261 0 4.099 74.92 93 3 0 .01 -002 0 0 0 94 9 M2 1 94.562 2852 695 0 0 0 306.397 95 2 26.051 1825 235 0 0 0 84.866 96 3 0 .007 0 0 0 0 97 10 M2 1 94.559 2273.696 0 0 0 196.939 98 2 26 046 883.508 0 0 0 41.995 99 3 0 .004 0 0 0 0 100 11 M2 1 234,367 -304,06 0 0 0 -22.299 101 2 165.862 -69.258 0 0 0 -.779 102 3 0 0 0 0 0 0 103 12 M2 1 234.367 -371.655 0 0 0 -83.131 104 2 165 859 -757.594 0 0 0 -3Z416 105 3 0 -.002 0 0 0 0 106 . 13 M2 1 156.483 2003 982 -181.804 0 16.47 204 05 107 2 87.971 1149.573 -89.171 0 4.095 54.048 108 3 0 .004 -.001 0 0 0 109 14 M2 1 156.468 -158.732 -181.842 0 16.471 -17,512 110 2 87 962 -112.995 -89 162 0 4 094 -2 346 111 3 0 0 -.001 0 0 0 112 , 15 M2 1 -494.435 2026.924 0 0 0 205.132 113 2 -278.765 1142.5 0 0 0 56.411 114 3 0 -015 0 0 0 0 115 16 M2 1 98.229 4337.26 0 0 0 442.027 116 2 63 453 2493,827 0 0 0 116.535 117 3 0 -.015 . 0 0 0 0 118 17 M2 1 -685.696 879.863 0 0 0 88.951 119 2 -386.828 494.511 0 0 0 24.601 RISA-3D Version 17.6.4 ((2:113484 R AS-SS1646-02-CL-G,Tigard,OM1484!ngineering\10 ft.Clear Heigh1113484 MODEL.r3d] Page 3� Company : EEC May 26,2020 ■l�l eo Designer : TJE 2:01 PM `? Job Number : 13484 R Checked By: Model Name : AS-SS1646-02-CL-G Mamhar Sarfinn Fnrrac (f nnfinli d) LC Member Label Sec Axialflbl v Shearfibl z Shearilbl Torauefk-inl v-v Momentfk-inl z-z Momentfk-inl 120 3 0 -011 0 0 0 0 121 18 M2 1 1125.807 1761.461 0 0 0 178.353 122 2 634.747 993.662 0 0 0 49.07 123 3 0 .018 0 0 0 0 124 19 M2 1 1313 41 4142 426 0 0 0 422 463 125 2 748.587 2385.392 0 0 0 111.196 126 3 0 .045 0 0 0 0 127 20 M2 1 934.546 611.624 0 0 0 61.836 128 2 526.684 343.602 0 0 0 17.152 129 3 0 .002 0 0 0 0 130 21 M2 1 315.641 1895.269 -948.647 0 97.446 191.865 131 2 177.962 1068.8 -544.479 0 27 163 52.778 132 3 0 .007 -.011 0 0 0 133 22 M2 1 705.707 4240.66 -713.69 0 73.317 432.343 134 2 405.948 2440.188 -409.698 0 20.434 113.897 135 3 0 .018 -.009 0 0 0 136 23 M2 1 124.409 746.751 -947.478 0 97.311 75.507 137 2 69.917 419.719 -543.692 0 27122 20.91 138 3 0 ,001 -005 0 0 0 139 1 M3 1 3549.274 6.743 0 0 0 256.586 140 2 3243.614 6.743 0 0 0 256.164 141 3 2937.954 6.743 0 0 0 255.741 142 2 M3 1 10749.274 74.921 0 0 0 884.872 143 2 10443.614 74 921 0 0 0 880.179 144 3 10137.954 74.921 0 0 0 875.486 145 3 M3 1 11981.402 889.183 0 0 0 1127.643 146 2 11675.742 847.371 0 0 0 1073.255 147 3 11370.082 805.559 0 0 0 1021.485 148 4 M3 1 11382.168 768.716 0 Q 0 953.332 149 2 11076.508 726.904 0 0 0 906.489 150 3 10770,848 685.091 0 0 0 862.265 151 5 M3 1 10023.616 245.19 -304.464 12.239 29.736 845.941 152 2 9717 956 245 19 -221 074 12 239 13.276 830.582 153 3 9412.296 245.19 -137.685 12.239 2.04 815.224 154 6 M3 1 7592.112 1091,276 0 0 0 7136.492 155 2 7286.452 1035 526 0 0 0 719.88 156 3 6980.792 979.776 0 0 0 656.761 157 7 M3 1 6793.132 941 291 0 0 0 555.791 158 , 2 6487.472 885 541 0 0 0 498.574 159 3 6181.812 829.791 0 0 0 444.85 160 8 M3 1 4981.674 254.105 -403.856 16.267 39.377 413.908 161 2 4676.014 254.105 -292.67 16.267 17.562 397.991 162 3 4370.354 254.105 -181.484 . 16267 2.711 382.074 163 9 M3 1 5999.602 1076.65 0 0 0 667.351 164 2 5816 206 1020.901 0 0 0 601.655 165 3 5632.81 965.151 0 0 0 539.452 166 10 M3 1 5200.623 930.334 0 0 0 437.2 167 2 5017.227 874.585 0 0 0 380.67 166 3 4833.831 818.835 0 0 0 327.632 169 11 M3 1 -850.318 , -844.034 0 0 0 -180.87 170 2 -1033.714 -788 285 0 0 0 -129.746 171 3 -1217,11 -732.535 0 0 0 -82.114 172 12 M3 1 -489 445 -783.696 0 0 0 -293.701 173 2 -672.841 , -727.946 0 0 0 -246.356 174 3 -856 237 -672 197 0 0 0 -202.504 175 13 M3 1 3389.153 246.193 -403.16 16.252 39.287 295.678 176 2 3205 757 246 1 -291.974 16.252 17.516 280.256 177 3 3022.361 246.1• -180.788 16.252 2.709 264.835 178 14 M3 1 393.007 -260. -401.857 16.252 39124 -31.945 179 2 209.611 -260.858 -290.671 , 16.252 17.434 -15.618 180 3 26,215 -260.658 -179 485 16252 , 2.709 .71 181 15 M3 1 3972.631 1711 742 0 0 0 501.913 182 2 3630.512 1565.435 0 0 0 399.272 183 3 3288 393 1419.128 0 0 0 305.795 184 , 16 M3 1 9266.792 1336 621 0 0 0 910.915 185 2 8933.788 1226.891 0 0 0 830.626 186 3 8600.783 1117.161 0 0 0 757.21 , 187 17 M3 1 1555 007 1701.848 0 0 0 324.692 188 2 1408.07 1555.541 0 0 0 222.671 189 3 1261 133 1409.233 0 0 0 129.814 190 18 M3 1 3972.631 -1694.818 , 0 0 0 72.285 191 2 3630.512 -1548.51 0 0 0 173.866 192 3 3288 393 -1402,203 0 0 0 266,282 193 19 M3 1 9266.792 -1227.93 0 0 0 588.992 194 2 8933.788 -1118.199 0 0 0 662 472 RISA-3D Version 17.0.4 [Z:113484 R AS-SS1646-02-CL-G,Tigard OR\13484 Engineering110 ft.Clear Height113484 MODEL.r3d1 Page 36 Company : EEC May 26,2020 2:01I Designer TJE Job Number : 13484 R Checked By: ANEME,sc1.r,;C.,,,.;, Model Name : AS-SS1646-02-CL-G Mpmhpr Sprtinn Fnrrac ((nntinuorl) LC Member Label Sec Axiallbl v Shear1Ib1 z Shear[Ib] Torauetk-int v-v Moment[k-in] z-z Moment[k-in] 195 3 8600.783 -1008.469 , 0 0 0 729.08 196 „: M3 1 1555.007 -1699.331 0 0 0 -105.036 197 2 1408 07 -1553.023 0 0 0 -3.172 198 3 1261.133 -1406.716 0 0 0 89 527 199 21 M3 1 3972.631 8.477 -1386 899 95 179 171285 287.339 200 2 3630.512 8.477 -1240.592 95.179 88.992 286.808 201 3 3288.393 8.477 -1094.285 95.179 15.864 286.277 202 22 M3 1 9266.792 54.356 -1047 92 71.606 129.471 750.088 203 2 8933.788 54.356 -938.19 71.606 67.266 746.683 204 3 8600.783 54.356 -828.459 71.606 11.935 743.278 205 23 M3 1 1555.007 1.259 -1381.945 95.05 170.643 110.067 206 2 1408.07 1.259 -1235.638 95.05 88.66 109.988 207 3 1261.133 1.259 -1089.331 95.05 15.842 109.909 208 1 M4 1 411.363 2470.051 0 0 0 258 703 209 2 241 683 1451.477 0 0 0 73.272 210 3 0 .009 , 0 0 0 0 211 2 M4 1 1421.554 8552.46 0 0 0 885.637 212 2 836109 5032.746 0 0 0 .233.04 213 3 0 .03 0 0 0 0 214 3 M4 1 1076.14 9768.207 0 0 0 1032.401 215 2 594.632 6002.174 0 0 0 277.188 216 3 0 .036 0 0 0 0 217 4 M4 1 1076.136 8923.517 0 0 0 874.79 218 2 594.624 4649.24 0 0 0 215.628 219 3 0 .03 0 0 0 0 220 5 M4 1 1168.977 7961.336 -135.037 0 12.402 824.677 221 2 687.485 4684.415 -67,634 0 3.105 217.493 222 3 0 .028 -.001 0 0 0 223 6 M4 1 287.542 6115 774 0 0 0 663.141 224 2 117.855 3936.375 0 0 0 185.369 225 3 0 024 0 0 0 0 226 7 M4 1 287.536 4992.812 0 0 0 453.379 227 2 117.845 2134.859 , 0 0 0 103.407 228 3 0 .016 0 0 0 0 229 8 M4 1 411.352 3710.265 -179.671 0 16.487 386.503 230 2 241,676 2181.421 -89.824 0 4.124 105.826 231 3 0 .014 -.002 0 0 0 232 9 M4 1 98.752 4980.433 0 0 0 544,475 233 2 6.916 3268.974 0 0 0 152.193 234 3 0 .012 0 0 0 0 235 10 M4 1 98.746 3858.229 0 0 0 334.805 236 2 6.906 1468,027 0 0 0 70 26 237 3 0 .007 0 0 0 0 238 11 M4 1 378.361 -1024.173 0 0 0 -84 166 239 2 286.538 -361.374 0 0 0 -11.801 240 3 0 -002 0 0 0 - 0 241 12 M4 1 378.36 -1176.185 0 0 0 -200.998 242 2 286 531 -1677.09 0 0 0 -72,279 243 3 0 -005 0 0 0 0 244 13 M4 1 222.567 2575.711 , -179.565 0 16.473 267.906 245 2 130.74 1514.461 -89.726 0 4119 72.66 246 3 0 .006 0 0 0 0 247 14 M4 1 222.569 -17.46 -179.636 0 16.476 .713 248 2 130.741 -11.622 -89.708 0 4.119 4.61 249 3 0 0 0 0 0 0 250 15 M4 1 -720.964 2954.509 0 0 0 309.338 251 , 2 -423.577 1735.194 0 0 0 87.585 252 3 0 -.023 0 0 0 0 253 16 M4 1 319,761 7387.821 0 0 0 765.991 254 2 188.557 4344 763 0 0 0 203.552 255 3 0 -_029 0 0 0 0 256 17 M4 1 -1004.858 1252.328 0 0 0 131.317 257 2 -590.39 735.239 0 0 0 37 551 258 3 0 -.016 0 0 0 0 259 18 M4 1 1641.826 2571,09 0 0 0 269.365 260 2 964.6 1511.614 0 0 0 76.315 261 3 0 .028 0 0 0 0 262 19 M4 1 2091.853 7112.624 0 0 0 737.529 263 2 1229.69 4186.372 0 0 0 195.594 264 3 0 .075 0 0 0 0 265 20 M4 1 1357 932 862 514 0 0 0 90.563 266 2 797.788 506.863 0 0 0 26.028 267 3 0 003 0 0 0 0 268 21 M4 1 460 431 2764.934 -948.366 0 97 445 289.592 269 2 270.511 1624.797 -544.769 0 27,129 82.021 RISA-3D Version 17.0.4 [2:113484 R AS-SS1636-02-CL-G,Tigard,0R11348.Engineering\10 ft.Clear Height13484 MODEL.r3d] Page 37 Company : EEC May 26,2020 IIIRISA 21 Job N Designerumber :: R C TJ TJE C e PM 84 hecked By: aafrFErsc,iEB,,,„,... Model Name : AS-SS1646-02-CL-G Mamhar Sorfinn Fnrrac (Cnnfinuati) LC Member Label Sec Axial(Ibl v Shearfibl z Shearllbl Torauefk-inl v-v Momentfk-inl z-z Momentlk-inl 270 3 0 .011 -.011 0 0 0 271 22 M4 1 1205,807 7251.416 -712.938 0 73.295 751.895 272 2 709.123 4266,346 -410.065 0 20.412 199.613 273 3 0 028 -.008 0 0 0 274 23 M4 1 176.537 1059 562 -947.4 0 97 319 111.182 275 2 103.699 622.449 -543.927 0 27 087 31.861 276 3 0 .002 -.005 0 0 0 277 1 M5 1 2544.792 3.093 0 0 0 170.3 278 2 2239 132 3.093 0 0 0 170.106 279 3 1933.472 , 3 093 0 0 0 169.913 280 2 M5 1 6304.746 24.201 0 0 0 496.838 281 2 5999.086 24.201 0 0 0 495.322 282 3 5693 426 24,201 0 0 0 493 806 283 3 M5 1 6948.387 478.545 0 0 0 624.919 284 2 6642 727 436.733 0 0 0 596252 285 3 6337 067 394.92 0 0 0 570.205 286 4 M5 1 6635.528 420.33 0 0 0 534.626 287 2 6329.868 378.518 0 0 0 509.606 288 3 6024.208 336.706 0 0 0 487.205 289 5 M5 1 5741.528 82,809 -304.431 12.231 29.731 456.452 290 2 5435.868 82.809 -221.042 12.231 13.273 451.264 291 3 5130.208 82.809 -137.652 12.231 2.038 446,077 292 6 M5 1 4656.298 609.423 0 0 0 449.042 293 2 4350.638 553.673 0 0 0 412.614 294 3 4044.978 497.923 0 0 0 379.678 295 7 M5 1 4239.153 534.684 0 0 0 329.116 296 , 2 3933 493 478 934 0 0 0 297.37 297 3 3627.833 423.185 0 0 0 269.115 298 8 M5 1 i 3047.182 88.663 -403.818 16.256 39 37 225.4 299 2 2741.522 88.663 -292.632 16.256 17.557 219.846 300 3 2435.862 88.663 -181 446 16.256 2 709 214 292 301 9 M5 1 3548.142 603.898 0 0 0 372.556 302 2 3364.746 548.148 0 0 0 336.474 303 3 3181.35 492.398 0 0 0 303.884 304 10 M5 1 3130.997 530.4 0 0 0 252.816 305 2 2947.601 474 651 0 0 0 221.338 306 3 2764.205 418.901 0 0 0 193.352 307 11 M5 1 -29 378 -488.703 0 0 0 -75.514 308 2 -212.774 -432 953 0 0 0 -46.648 309 3 -396.17 -377.204 0 0 0 -21.274 310 12 M5 1 159.207 -457.349 0 0 0 -134.198 311 2 -24.189 -401.599 0 0 0 -107.296 312 3 -207.585 -345.85 0 0 0 -83.885 313 , 13 M5 1 1939.032 85.802 -403.123 16.241 39.281 149.28 314 2 1755.636 85.802 -291.937 16,241 17.511 143.905 315 3 1572.24 85.802 -180.751 , 16.241 2.707 138.53 316 14 M5 1 933.915 -83.519 -401.829 16.241 39.119 39.303 317 2 750.519 -83.519 -290.643 16.241 17.43 44.534 318 3 567 123 -83.519 -179.457 16,241 2.707 49.766 319 15 M5 1 2848 335 1224.147 0 0 0 338.392 320 2 2506.215 1077.84 0 0 0 266.293 321 3 2164.096 931.532 0 0 0 203.36 322 16 M5 1 5592.414 935284 0 0 0 541 063 323 2 5259.41 825.554 0 0 0 485.914 324 3 4926.406 715.823 0 0 0 437.638 325 17 M5 1 1144.373 1219.629 0 0 0 222.665 326 2 997 436 1073 322 0 0 0 150.85 327 3 850.5 927 014 0 0 0 88.199 328 18 M5 1 7848335 -1216.387 0 0 0 42.753 329 2 2506.215 -1070.08 0 0 0 114.365 330 3 2164.096 -923.772 0 0 0 176.812 331 19 M5 1 5592414 -898.529 0 0 0 319.423 332 2 5259.41 -788.799 0 0 0 372.27 333 3 4926.406 -679.068 0 0 0 418.244 334 20 M5 1 1144.373 -1218.414 0 0 0 -72.996 335 2 997 436 -1072.107 0 0 0 -1.257 336 3 850,5 -925.8 0 0 0 61.318 337 21 M5 1 2848 233 3.809 -1386.378 95.171 171.218 190.655 338 , 2 2506.114 3 809 -1240.071 95.171 88.958 190.417 339 3 2163.995 3 809 -1093,764 95.171 15.862 190.178 340 22 M5 1 5592.164 18.188 -1047.509 71.598 129.418 430.243 341 2 5259.16 18.188 -937.779 71.598 67.239 429.103 342 3 4926.155 18.188 -828.048 71.598 11.934 427.964 343 23 M5 1 1144.336 .58 -1381.432 95.042 170.577 74.933 34. 2 997.399 .58 -1235.125 95.042 88.627 74.897 RISA-3D Version 17.0.4 [Z:\13484 R AS-SS1646-02-CL-G,Tigard,6R\13484 Engineeringll0 ft.Clear Height\13484 MOOEL.r3d1 Page 38 'I r' i K Company EEC 2020 Designer TJE 2:01 PM Job Number : 13484 R 2:01 P Checked By: A NE VET S',.i:M COWAN, Model Name : AS-SS1646-02-CL-G Mamhar Aartinn Fnrrac (Cnn}inuaui) LC Member Label Sec Axialflbl y Shearfbl z Shearpb] Torqpe[k-in[ y-y Momentfk-in] z-z Momentlk-in] 345 3 850.463 .58 -1088.818 95.042 15.841 74.86 346 1 M6 1 282.044 1693.093 0 0 0 171.393 347 2 159.023 954.744 0 0 0 47 145 348 3 0 .006 0 0 0 0 349 2 M6 1 813.436 4887.936 0 0 0 498.876 350 2 469.384 2821.416 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-83.131 380 2 165.1359 -757.594 0 0 0 -32.416 381 3 0 -.002 0 0 0 0 382 , 13 M6 1 156.485 1376.904 -176.973 0 16.485 139 826 383 2 87.972 783.742 -90.38 0 4.147 37,694 384 3 0 .003 -.001 0 0 0 385 14 , M6 1 156.466 500.996 -176.863 0 16.48 50.074 386 2 87.961 272 043 -90.407 0 4.147 14.862 387 3 0 0 -.001 0 0 0 388 15 M6 1 -494.435 2026.924 0 0 0 205 132 389 , 2 -278.765 1142.5 0 0 0 56.411 390 3 0 -.015 0 0 0 0 391 16 M6 1 98.229 4337.26 0 0 , 0 442.027 392 2 63.453 2493.827 , 0 0 0 116 535 393 3 0 -.015 0 0 0 0 394 17 M6 1 -685.696 , 879.863 0 0 0 88.951 395 2 -386.828 494 511 0 0 0 24,601 396 3 0 -.011 0 0 0 0 397 18 M6 1 1125 807 1761.461 0 0 0 178.353 398 2 634.747 993.662 0 0 0 49.07 399 3 0 .018 0 0 0 0 400 19 M6 1 1313.41 4142.426 0 0 0 422 463 401 2 748.587 2385.392 0 0 0 111,196 402 3 0 .045 0 0 0 0 403 20 M6 1 934 546 611.624 0 0 0 61.836 404 2 526.684 343.602 0 0 0 17.152 405 3 0 .002 0 0 0 0 406 21 M6 1 315.732 1895.046 -948.647 0 97.446 191.835 407 2 178.02 1068,615 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2.195 -61.932 -19.408 0 0 0 455 2 2195 112 93 0 0 -1.31 3.418 456 3 2.195 f• .18.319 19.408 0 0 0 457 15 M10 1 0 257.677 _62.779 0 0 0 458 2 0 0 0 0 4.238 -17.393 459 , 3 0 -257.677 _ -62.779 . 0 0 0 460 16 M10 1 0 637.318 -26.924 0 0 0 461 2 0 0 0 0 -1.817 -43.019 462 3 0 -637.318 26 924 , 0 0 0 463 17 fv11 D 1 0 109.521 87.47 0 0 0 464 2 0 0 0 0 5.904 -7.393 465 3 0 -109.521 -87.47 0 0 0 466 18 M10 1 0 223 39 -142 954 0 , 0 0 467 2 0 0 0 0 -9.649 -15.079 468 3 0 -223.39 142.954 0 0 0 469 19 M10 1 0 611 602 -181.223 0 0 0 470 2 0 0 0 0 -12 233 -41 283 471 3 0 -611.602 181.223 0 0 0 472 20 M10 1 0 75 234 -118 262 0 0 0 473 2 0 0 0 0 -7.983 -5.078 474 3 0 -75 234 118.262 0 0 0 475 21 M10 1 -139,581 240.533 -40.087 0 0 0 476 2 _-35?96 0 0 0 -2 706 -16.236 477 3 68.988 -240.533 0.087 0 0 0 478 22 M10 1 -105.842 624.46 -104 073 0 0 0 479 2 -27.629 0 0 0 -7.025 -42.151 480 3 50 585 -624.46 104.073 0 0 0 481 23 M10 1 -139,142 92.377 -15,396 0 0 0 482 2 -34.857 0 0 0 -1.039 -6.235 483 3 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ISA JDobN mber 13484R Che k dBy:O „„,, Model Name : AS-SS1646-02-CL-G Mamhar Rat-firm Fnrrac (Cnnfinuad) LC Member Label Sec Axialjlb] v Sheadlbl z Sheadlbl Toraue[k-inl y-y Moment(k-in] z-z Momentl'k-inl 495 3 0 -908.784 50.433 0 0 0 496 5 M11 1 2.406 661.977 -100.869 0 0 0 497 2 2.406 -.07 0 0 -6.809 -44.485 498 3 2 406 -658.967 100.869 0 0 0 499 6 M11 1 0 463.708 31.432 0 0 0 500 2 0 0 0 0 2 122 -31.3 501 3 0 -463.708 -31.432 0 0 0 502 7 M 11 1 0 619 633 31 432 0 0_ 0 503 2 0 0 0 0 2.122 -41.825 504 3 0 -619.633 -31.432 0 0 0 505 1 • 2 290.557 -35 815 0 0 0 506 2 2.922 -.093 0 0 -2.418 -19 348 507 3 2.922 -286.543 35.815 0 0 0 508 9 M 11 1 0 365 257 47 84 , 0 0 0 509 2 0 0 0 0 3.229 -24.655 510 . 3 0 -365.257 -47 84 0 0 0 511 10 M11 1 0 521.182 47.84 0 0 0 512 , 2 0 0 0 0 3 229 -35.18 513 3 0 -521.182 -47 84 0 0 0 514 11 M11 1 0 -148.928 -72.673 0 0 0 515 2 0 0 0 0 -4.905 10.053 516 3 0 148.928 72.673 0 0 0 517 12 M 11 1 0 109.597 -72.673 0 0 0 518 2 0 0 0 0 -4,905 -7.398 519 3 0 -109 597 72.673 0 0 0 520 13 M11 1 2 8 i Y 106 -19.408 0 0 0 521 2 2 854 -.093 0 0 -1 31 -12.703 522 3 2.854 -188.093 19,408 0 0 0 523 14 M11 1 78 38.739 -19.408 0 0 0 524 2 2.278 .14 0 0 -1.31 -3,012 525 3 2.278 -44,759 19.408 0 0 0 526 15 M 11 1 0 257.677 62.779 0 0 0 527 2 0 0 0 0 4.238 -17,393 528 3 0 -257.677 -62.779 0 0 0 529 16 M11 1 0 637.318 -26.924 0 0 0 530 2 0 0 0 0 -1.817 -43.019 531 3 0 -637.318 26.924 0 0 0 532 17 M11 1 0 109,521 87.47 0 0 0 533 2 0 0 0 0 5.904 -7.393 534 3 0 -109.521 -87.47 0 0 0 535 18 M11 1 0 223.39 -142.954 0 0 0 536 , 2 0 0 0 0 -9 649 -15.079 537 3 0 -223.39 142.954 0 0 0 538 19 M11 1 0 611.602 , -181.223 0 0 0 539 2 0 0 0 0 -12.233 -41.283 540 3 0 -611602 181.223 0 0 0 541 20 M11 1 0 75.234 -118.262 0 0 0 542 2 0 0 0 0 -7.983 -5.078 543 3 0 -75.234 118 262 0 0 0 544 21 M 11 1 -68.988 240.533 -40.087 0 0 0 545 2 35.297 0 0 0 -2.706 -16.236 546 3 139.58 - 41 3 40-087 0 0 0 547 22 M11 1 -50 584 624.46 -104 073 0 0 0 548 2 27.63 0 0 0 5 -42.151 549 3 105.844 -624.46 104.073 0 0 0 550 23 M11 1 -69.428 92.377 -15.396 0 0 0 551 2 34.857 0 0 0 -1.039 -6,235 552 3 139.142 -92 377 15.396 0 0 0 553 1 M12 1 0 288.14 -48.022 0 0 0 554 2 0 0 0 0 -3.241 -19 449 555 3 0 -288.14 48.022 0 0 0 556 2 M1 + 5.436 , -255,897 0 0 0 557 2 0 0 0 0 -17.273 -103.642 558 3 0 -1535.436 255 897 0 0 0 559 3 M12 1 0 1658.481 -203.928 0 0 0 560 2 0 0 0 0 -13 765 -111 947 561 3 0 -1658.481 203.928 0 0 0 562 4 M12 1 0 1913.125 203.928 0 0 0 563 2 0 0 0 0 -13.765 -129.136 564 3 0 -1913 125 203 978 0 0 0 565 5 M12 1 4.802 1534.333 -203.928 0 0 0 566 2 4.802 -30 492 0 0 -13.765 -101509 567 3 4.802 -1470.577 203.928 0 0 0 568 6 M12 1 0 867.965 , -48022 0 0 0 569 2 0 0 0 0 -3.241 -58.588 A-3 Version 17.0.4 - , ga , ngineenngl . ear eig 141 , d age IICompany EEC May26,2020 I RISA Db Number 13484 R Check d B : ,,,,, ,__,.,.,, ... Model Name : AS-SS1646-02-CL-G Mamhar Sartinn Fnrrac (Cnntinuarl) LC Member Label Sec Axialflbl v Shear!ibl z Shearllbl Torauefk-int v-v Momentlk-inl z-z Momentfk-inl 570 3 0 -867 965_ -48 022 0 0 0 571 7 M12 1 0 1207.49 -48.022 0 0 0 572 2 0 0 0 0 -3.241 -81.506 573 3 0 -1207.49 48.022 0 0 0 574 8 M12 1 6 516 70 -48 022 0 0 0 575 , 2 6.516 -40 . 0 0 -3.241 -44.67 576 3 6.516 -617 426 48.022 0 0 0 577 9 M12 1 0 722.774 -23.824 0 0 0 578 2 0 0 0 0 -1.608 -48.787 579 3 0 -722,774 23.824 0 0 0 580 10 M12 1 0 1062.299 -23824 0 0 0 581 2 0 0 0 0 -1.608 -71.705 582 3 0 -1062,299 23.824 0 0 0 583 11 M12 1 0 -463.876 -23.824 0 0 0 584 2 0 0 0 0 -1.608 31.312 585 3 0 463.876 23.824 0 0 0 586 12 M12 1 0 117.974 -23,824 0 0 0 587 2 0 0 0 0 -1 608 -7.963 588 3 0 -117.974 23.824 0 0 0 589 13 M12 1 6.535 557 243 -23 824 0 0 0 590 2 6.535 -40.656 0 0 -1 608 -34,87 591 3 6.535 -472.235 23.824 0 0 0 592 14 M12 1 6.488 -284.897 -23.824 0 0 0 593 2 6.488 27.104 0 0 -1.608 17.401 594 3 6.488 228.225 23 824 0 0 0 595 15 M12 1 0 345.494 , 84.167 0 0 0 596 2 0 0 0 0 5.681 -23 321 597 3 0 -345,494 -84.167 0 0 0 598 16 M12 1 0 1266.628 -104 787 0 0 0 599 2 0 0 0 0 -7.073 -85.497 600 3 0 -1266 628 104 787 0 0 0 601 17 M12 1 0 135.307 119.197 0 0 0 602 2 0 0 0 0 8.046 -9.133 603 3 0 -135.307 -119.197 0 0 0 604 18 M12 1 0 299.524 -191,667 0 0 0 605 2 0 0 0 0 -12.937 -20.218 606 3 0 -299.524 191.667 0 0 0 607 , 19 M12 1 0 1232.15 -311.662 0 0 0 608 2 0 0 0 0 , -21 037 -83.17 609 3 0 -1232.15 311 662 0 0 0 610 20 M12 1 0 89,336 -156.637 0 0 0 611 , 2 0 0 0 0 -10 573 -6.03 612 3 0 -89.336 156 637 0 0 0 613 21 M12 1 -185.339 322,509 -53.75 0 0 0 614 2 -45.519 0 0 0 -3.628 -21.769 615 3 94.3 , -322.509 , 53.75 0 0 0 616 22 M12 , 1 -139.385 1249.389 -208.224 0 0 0 617 2 -34.521 0 0 0 -14.055 -84.334 618 3 70 344 -1249.389 208 224 0 0 0 619 23 M12 1 -185209 112.321 -1872_ 0 0 0 620 2 -45.39 0 0 0 -1.264 -7.582 621 3 94.429 -112.321 18.72 0 0 0 622 1 M 13 1 0 288.14 -48 022 0 0 0 623 2 0 0 0 0 -3 241 -19.449 624 3 0 -288.14 48.022 0 0 0 625 2 M13 1 0 1535.436 -255.897 0 0 0 626 2 0 0 0 0 17.273 -103.642 627 3 0 -1535.436 255.897 0 0 0 628 3 M13 1 0 1658.48 iir_ 3 928 0 0 0 629 2 0 0 0 0 -13.765 -111.947 630 3 0 -1658 481 203.928 0 0 0 631 4 M13 1 0 1913.125 -203.928 0 0 0 632 2 0 0 0. 0 -13.76 -129,136 633 3 0 -1913.125 203 928 0 0 0 634 5 M13 1 5.453 1359.129 -203.928 0 0 0 635 2 5 453 -.169 0 0 -13.765 -91.262 636 3 5,453 -1351.862 203.928 0 0 0 637 6 M13 1 0 867.965 -48.022 0 0 0 638 2 0 0 0 0 -3.241 -58,588 639 3 0 -867.965 48.022 0 0 0 640 . 7 M13 1 0 1207.49 -48.022 0 0 0 641 2 0 0 0 0 -3,241 -81.506 642 3 0 -1207.49 , 48 022 0 0 0 643 8 M13 1 7.179 468.829 -48.02 0 0 0 644 2 7.179 -.225 0 0 -3.241 -31.007 -ISA-3D Version 17.0.4 [Z:113484 R AS-SS1646-02-CL-G,Tigard,OR113484 Engineenng110 ft.Clear Height113484 MOD . 4 -age.4' aIIIRISA Company : EEC M126.2020 Designer : TJE M 6, M Job Number 13484 R Checked By: A,„,,,E,sc„F•:,, e,;,. Model Name : AS-SS1646-02-CL-G A/amhar Sarfinn Fnrrsciernnfinuati) LC Member Label Sec Axial[lb] y Shear[lb] z Shearflbl Torauefk-inl v-v Momentfk-in] z-z Moment]k-in] 645 3 7.179 -459.14 48.022 0 0 0 646 9 M13 1 0 722.774 -23.824 0 0 0 647 2 0 0 0 0 -1.608 -48.787 648 3 0 -722.774 , 23.824 0 0 0 649 10 M13 1 0 1062.299 -23.824 0 0 0 650 2 0 0 0 0 -1.608 -71.705 651 3 0 -1062 299 23.824 0 0 0 652 11 M13 1 0 -483.876 -23.824 0 0 0 653 2 0 0 0 0 -1.608 31.312 654 3 0 463.876 23.824 0 0 0 655 12 M13 1 0 117974 -23.824 0 0 0 656 2 0 0 0 0 -1.608 -7.963 657 3 0 -117.974 23.824 0 0 0 658 13 M13 1 716 323.618 -23 824 0 0 0 659 2 716 -.225 0 0 -1.608 -21.207 660 3 7.16 -313.949 23.824 0 0 0 661 14 M13 1 7.023 -42.669 -23.824 0 0 0 662 2 7 023 .337 0 0 -1 608 1 924 663 3 7 073 28,164 23.824 0 0 0 664 15 M13 1 0 345 494 84.167 0 0 0 665 2 0 0 0 0 5.681 -23.321 666 3 0 -345.494 -84167 0 0 0 667 16 M13 1 0 1266.628 _ -104.787 0 0 0 668 2 0 0 0 0 -7 073 -85.497 669 3 0 -1266.628 104.787 0 0 0 670 17 M13 1 0 135.307 119.197 0 0 0 671 2 0 0 0 0 8.046 -9.133 672 3 0 -135.307 -119.197 0 0 0 673 18 M13 1 0 299.524 -191.667 0 0 0 674 , 2 0 0 0 0 -12.937 -20.218 675 1 - 04 574 191.667 0 0 0 676 19 M13 1 0 1232.15 -311.662 0 0 0 677 2 0 0 0 0 -21.037 -83.17 678 3 I -1232.15 311.662 0 0 0 679 20 M13 1 0 89.336 -156.637 0 0 0 680 2 0 0 0 0 -10.573 -6.03 681 3 0 -89.336 156.637 0 0 0 682 21 M13 1 -94,3 322.509 -53.75 0 0 0 683 2 45.519 0 0 0 -3.628 -21.769 684 3 185.339 -322509 53.75 , 0 0 0 685 22 M13 1 -70.343 1249.389 -208.224 0 0 0 686 2 34 521 0 0 0 -14.055 -84.334 687 3 139.385 -1249.389 208.224 0 0 0 688 23 M13 - , 9 112.321 -1872 0 0 0 689 2 4 9 0 0 0 -1.264 -7.582 690 , 3 185.209 -112.321 18.72 0 0 0 691 1 M14 1 0 288,14 -48.022 0 0 0 692 2 0 0 0 0 -3 241 -19.449 693 3 0 -288.14 48.022 0 0 0 694 , 2 M14 1 I 1533 217 -255.527 0 0 0 695 2 0 0 0 0 -17,248 -103.492 696 3 0 -1533.217 255.527 0 0 0 697 3 M14 1 0 1864.379 -203.651 0 0 0 698 2 0 0 0 0 -13.746 -125.846 699 3 0 -1864.379 203.651 0 0 0 700 4 M14 , 1 0 1402.679 -203.651 0 0 0 701 2 0 0 0 0 -13.746 -94.681 702 3 0 -1402.679 203.651 0 0 0 703 5 M14 1 5.1 1532.162 -203.651 0 0 0 704 , 2 1 - u •• 0 0 -13.746 -101 363 705 3 5.1 -1468.406 203.651 0 0 0 706 6 M14 1 0 1144.715 -48.022 0 0 0 707 2 0 0 0 0 -3.241 -77.268 708 3 0 -1144 715 48.022 0 0 0 709 7 M14 1 0 529.115 -48.022 0 0 0 710 2 0 0 0 0 -3.241_ -35 715 711 3 0 -529.115 48.022 0 0 0 712 8 , M14 1 6.836 701.759 -48.022 0 0 0 713 2 6.836 -40.656 0 0 -3.241 -44.624 714 3 6.836 -616 751 48 022 0 0 0 715 9 M14 1 0 999577 -23.833 0 0 0 716 2 0 0 0 0 -1609 -67.471 717 3 0 -999.577 23,833 0 0 0 718 10 M14 1 0 383.977 -23833 0 0 0 719 2 0 0 0 0 -1.609 -25.918 Version . . , igard, ngineering110 . ear Height 8 L.r d age Company : EEC 2 I I I RISA De gner : TJE May 2020 K 2:01 PM Job Number 13484 R Checked By: ,,,._ _. Model Name : AS-SS1646-02-CL-G Momhar Cartinn Fnrrac (Cnntiniiori) LC Member Label Sec AxialDbl v Shearilbl z Sheadlbl Toraue[k-in1 v-v Momentlk-Inl z-z Momentlk-inl Al • •77 23-833 0 0 0 721 11 M14 1 0 -250.523 -23.833 0 0 0 722 2 0 0 0 0 -1.609 16.91 723 3 0 250.523 23.833 0 0 0 724 M14 1 0 -695348 -23.833 0 0 0 725 2 0 0 0 0 -1.609 46 936 726 3 0 695.348 23.833 0 0 0 727 13 M14 1 6.841 556.621 -23.833 0 0 0 728 2 6.841 -40.656 0 0 -1 609 -34 828 729 3 6.841 -471.613 23.833 0 0 0 730 14 M14 1 6.846 -284.169 -23.833 0 0 0 731 2 6.846 27.104 0 0 -1.609 17.352 732 3 6.846 227,497 23.833 0 0 0 733 15 M14 1 0 345.494 84.167 0 0 0 734 2 0 0 0 0 5_681 -23.321 735 3 0 -345 494 -84.167 0 0 0 736 16 M14 1 0 1264.963 -104.509 0 0 0 737 2 0 0 0 0 -7.054 -85.385 738 3 0 -1264.963 104.509 0 0 0 739 17 M14 1 0 135.353 119.19 0 0 0 740 2 0 0 0 0 8.045 -9.136 741 3 0 -135.353 -119.19 , 0 0 0 742 18 M14 1 0 299.524 -191.667 0 0 0 743 2 0 0 0 0 -12.937 -20.218 744 3 0 -299.524 191.667 0 0 0 745 19 M14 1 0 1230.485 -311.385 0 0 0 746 2 0 0 0 0 -21.018 -83.058 747 3 0 -1230.485 311.385 0 0 0 748 20 M14 1 0 89.383 -156.644 0 0 0 749 2 0 0 0 0 -10.573 -6.033 750 3 0 -89.383 156.644 0 0 0 751 21 M14 1 -185.302 322.509 -53.75 0 0 0 752 2 -45.483 0 0 0 -3.628 -21.769 753 3 94.336 -322.509 53.75 0 0 0 754 22 M14 1 -139.146 1247.724 -207.947 0 0 0 755 2 -34 281 0 0 0 -14.036 -84.221 756 3 70.583 -1247.724 207 947 0 0 0 757 23 M14 1 -185 254 112.368 -18.727 0 0 0 758 2 -45.434 0 D 0 -1.264 -7.585 759 •4. : -112.368 18.727 0 0 0 760 1 M15 1 0 288.14 -48.022 0 0 0 761 2 0 0 0 0 -3 241 -19.449 762 3 0 -288.14 48.022 0 0 0 763 2 M15 1 I 7 - _7 0 0 0 764 2 0 0 0 0 -17.248 -103.492 765 3 0 -1533.217 255.527 0 0 0 766 3 M15 1 0 1864.379 -203 651 0 0 0 767 2 0 0 0 0 -13.746 -125.846 768 3 0 -1864 379 203.651 0 0 0 769 4 M15 1 0 1402.679 -203.651 0 0 0 770 2 0 0 0 0 -13 746 -94.681 771 3 0 -1402.679 203.651 0 0 0 772 5 M15 1 5.588 1357421 -203.651 0 0 0 773 2 5.588 -.168 0 0 -13.746 -91.15 774 3 5.588 -1350.197 203 651 0 0 0 775 6 M15 1 0 1144.715 -48.022 0 0 0 776 2 0 0 0 0 -3.241 -77,268 777 3 0 -1144.715 48.022 0 0 0 778 7 M15 1 0 529.115 -48.022 0 0 0 779 2 0 0 0 0 -3.241 -35.715 780 3 0 -529.11 •: I 0 0 0 781 8 M15 1 7.412 468.771 -48 022 0 0 0 782 2 7 412 -224 0 0 -3.241 -31.007 783 3 7 412 -459.139 48.022 0 0 0 784 9 M15 1 0 999 577 -23.833 0 0 0 785 2 0 0 0 0 -1.609 -67.471 786 3 0 -999.577 23.833 0 0 0 787 10 M15 1 0 383.977 -23.833 0 0 0 788 2 0 0 0 0 -1.609 -25.918 789 3 0 -383 977 23.833 0 0 0 790 11 M15 1 0 -250.523 -23.833 0 0 0 791 2 0 0 0 0 -1.609 16.91 792 3 0 250 523 23.833 0 0 0 793 12 M15 1 0 -695.348 -23.833 0 0 0 794 2 0 0 0 0 -1.609 46(136 RISA-3D Version 17.0.4 [2:N3484 R AS-SS1646-02-CL-G,Tigard,OR113484 Engineering110 ft.Clear Height113484 MODEL.r3dj (Sage•x II I R IS A Company : EEC May 2020 Designer TJE 2:01 PM Job Number 13484 R P Checked By: Model Name : AS-SS1646-02-CL-G Mambas.Sarfinn Fnrrac (cn„fi„earl) LC Member Label Sec Axlal[jbl y Shearflbj z Shear[Ibj Toroue[k-inL y-y Momentfk-inl z-z Moment[k-in] 795 3 0 695 348 23.833 0 0 0 796 13 M15 1 7,407 323.633 , -23.833 0 0 0 797 2 7.407 -.224 0 0 -1,609 -21.21 798 3 7 407 -314.001 23.833 0 0 0 799 14 M15 1 7.43 -42.557 -23.833 0 0 0 800 2 7 43 .336 0 0 -1.609 1.92 801 3 7.43 28.109 23.833 0 0 0 802 15 M15 1 0 345 494 , 84.167 0 0 0 803 2 0 0 0 0 5.681 -23.321 804 3 0 -345.494 -84.167 0 0 0 805 16 M15 1 0 1264.963 -104.509 0 0 0 806 2 0 0 0 0 -7.054 -85.385 807 3 0 -1254.963 104.509 0 0 0 808 17 M15 1 0 135 353 119.19 0 0 0 809 2 0 0 0 0 8.045_ -9.136 810 3 0 -135 353 -119.19 0 0 D 811 18 M15 1 0 299.524 -191,667 0 0 0 812 2 0 0 0 0 -12.937 -20 218 813 3 0 -299,524 191.667 0 0 0 814 19 M15 1 0 1230.485 , -311.385 0 0 0 815 2 0 0 0 0 -21.018 -83.058 816 3 0 -1230 48 11 385 0 0 0 817 20 M15 1 0 89.383 -156.644 0 0 0 818 . 2 0 0 0 0 -10.573 -6.033 819 3 0 , -89.383 156.644 0 0 0 820 21 M15 1 -94.336 322509 -53.75 0 0 0 821 2 45.483 0 0 0 -3,628 -21769 822 3 185.302 -322.509 53.75 0 0 0 823 22 M15 1 -70.583 1247,724 -207.947 0 0 0 824 9 34 981 0 0 0 -14 036 -84.221 825 3 139,145 -1247.724 207.947 0 0 0 826 M15 1 -94.385 112388 -18 727 0 0 0 827 2 45.434 0 0 0 -1.264 -7.585 828 3 185.254 -112.368 18.727 0 0 0 829 1 M16 1 0 216.01 -36 0 0 0 830 2 0 0 0 0 -2.43 -14,581 831 3 0 -216.01 36 0 0 0 832 2 M16 1 0 754.211 125,698 0 0 0 833 2 , 0 0 0 0 -8.485 -50.909 834 3 0 -754.211 125 698 0 0 0 835 3 M16 1 0 908.876 -56.833 0 0 0 836 2 0 0 0 0 -3.836 -61.349 837 3 0 -908,876 56.833 0 0 0 838 4 M16 1 , 0 695.238 -56.833 0 0 0 839 2 0 0 0 0 -3.836 -46.929 840 3 0 -695.238 , 56.833 0 0 0 841 5 M16 1 2.39 753.791 -103.273 0 0 0 842 _ 2 2.39 -13.189 0 0 -6,971 -49.991 843 3 2 39 -726.214 103.273 0 0 0 844 6 M16 1 0 601.629 25921 0 0 0 845 2 0 0 0 0 1.75 -40.61 846 3 0 -601.629 -25.921 0 0 0 847 7 M16 1 0 316.779 , 25.921 0 0 0 848 2 0 0 0 0 1.75 -21.383 849 3 0 -316 779 -25.921 0 0 0 850 8 M16 1 3 21 394.849 -36 0 0 0 851 2 3.21 -17.585 0 0 -2.43 -25.465 852 3 3.21 -358.08 36 0 0 0 853 9 M16 1 0 502.309 42.473 0 0 0 854 2 0 0 0 0 2.867 -33.906 855 3 0 -502.309 -42.473 0 0 0 856 10 M16 1 0 217459 42.473 0 0 0 857 2 0 0 0 0 2 867 -14.678 858 3 0 -217.459 -42 473 0 0 0 859 11 M16 1 0 umiii2 344 -97.345 , 0 0 0 860 2 0 0 0 0 -6.571 4 208 861 3 0 62.344 97 348 0 0 0 862 12 M16 1 0 -274.969 -97.348 0 0 0 863 2 0 0 0 0 -6.571 18.56 864 3 0 274 969 97.348 0 0 0 865 13 M16 1 3.217 295.529 -19,447 0 0 0 866 , 2 3217 -17.585 0 0 -1.313 -18.761 867 3 217 -258.759 19.447 0 0 0 868 14 16 1 _3.221 -67.959 , -19 447 0 0 0 869 2 3.221 11.777 0 0 -1.313 3.792 RISA-3D Version 17.0.4 [Z:113484 R AS-SS1646-02-bL- , iga 3. ngmeenng ear eig 1 age IIRISA Company : EEC May 2020 Designer TJE 2:01 PM Job Number 13484 R P Checked By: ._.-_,__, „„„, Model Name : AS-SS1646-02-CL-G Momhrar Co,-finn Fnrros (Cnnfinuar9 LC Member Label Sec Axialflbl v Shearfbl z Shearflbl Torauefk-inl v-v Momentfk-inl z-z Momentlk-inl 870 , 3 3 22 333 19.447 0 0 0 871 15 M16 1 0 1.099.007 63.097 0 0 0 872 . 2 0 0 0 0 4.259 -17,483 873 3 0 -259.007 -63 097 0 0 0 874 16 M16 1 0 651.909 -28.95 0 0 0 875 2 0 0 0 0 -1.954 -44.004 876 3 0 -651 909 28.95 0 0 0 877 17 M16 1 0 109.769 87.969 0 0 0 878 2 0 0 0 0 5.938 -7.409 879 3 0 -109.769 . -87.969 0 0 0 880 18 M16 1 0 224.544 -143.686 0 0 0 881 2 0 0 0 0 -9 699 -15.157 882 3 0 -224.544 143.686 0 0 0 883 19 M16 1 0 626,062 -184.037 0 0 0 884 2 0 0 0 0 -12.423 -42 259 885 3 0 -626.062 184.037 0 0 0 886 20 M16 1 0 75.307 -118.814 0 0 0 887 2 0 0 0 0 -8.02 -5.083 888 3 0 -75.307 118.814 0 0 0 889 , 21 M16 1 -139.63 241 775 -40294 0 0 0 890 2 -34,813 0 0 0 -2.72 -16 32 891 3 70.005 -241.775 40.294 0 0 0 892 22 M16 1 -104.829 638.985 -106.494 0 0 0 893 2 -26.216 0 0 0 -7.188 -43.131 694 3 52 397 -638.985 106.494 0 0 0 895 23 M16 1 -139.576 92.538 -15.422 0 0 0 896 2 -34.759 0 0 0 -1.041 -6 246 897 3 70.059 -92.538 15.422 0 0 0 898 1 M17 1 0 216 01 -36 0 0 0 899 2 0 0 0 0 -2.43 -14.581 900 3 0__ -216 01 36 0 0 0 901 2 M17 1 0 754 211 -125.698 0 0 0 902 2 0 0 0 0 -8.485 -50.909 903 3 0 -754.211 125.698 0 0 0 904 3 M17 1 0 908.876 -56 833 0 0 0 905 2 0 0 0 0 -3.836 -61,349 906 3 , 0 -908.876 56.833 0 0 0 907 4 M17 1 0 695.238 -56.833 0 0 0 908 2 0 0 0 0 -3 836 -46 929 909 3 0 - -695.238 56.833 0 0 0 910 5 M17 1 2.633 678,054 -103.273 0 0 0 911 2 2 633 -073 0 0 -6 971 -45 562 912 3 2.633 -674.915 103.273 0 0 0 913 6 M17 1 0 601.629 25.921 0 0 0 914 2 0 0 0 0 1.75 -40.61 915 3 0 -601629 -25.921 0 0 0 916 7 M17 1 0 316.779 . 25.921 0 0 0 917 2 0 0 0 0 1.75 -21.383 918 3 0 -316 779 -25 921 0 0 0 919 8 M17 1 3 485 293 867 -36 0 0 0 920 2 3,485 -.097 0 0 -2.43 -19.56 921 3 3.485 -289.682 36 0 0 0 922 9 M17 1 0 502.309 42.473 0 0 0 923 2 0 0 0 0 2.867 -33.906 924 3 0 -502.309 -42 473 0 0 0 925 10 M17 1 0 217.459 42.473 0 0 0 926 2 0 0 0 0 2 867 -14.678 927 3 0 -217.459 -42.473 0 0 0 928 11 M17 1 , 0 -62.344 -97.348 0 0 0 929 2 0 0 0 0 -6.571 4.208 930 3 0 62 344 97.348 0 0 0 931 12 M17 1 0 -274 969 , -97.348 0 0 0 932 2 0 0 0 0 -6.571 18 56 933 3 0 , 274.969 97.348 0 0 0 934 13 M17 1 3.479 194.547 -19.447 0 0 0 935 2 3 479 -.097 0 0 -1.313 -12.856 936 3 3.479 -190 361 19.447 0 0 0 937 14 M17 1 3 483 36.719 -19.447 0 0 0 938 2 3.483 .145 0 0 -1,313 -2.891 939 3 3.483 -42.969 19,447 0 0 0 940 15 M17 1 , 0 259.007 63.097 0 0 0 941 2 0 0 0 0 4.259 -17 483 942 3 0 -252 007 -63.097 0 0 0 943 16 M17 1 0 651.909 -28 95 0 0 0 944 2 0 7 C C -1.954 -44.004 ersion 1 . . , iga , 13484 Engineering110 .Clear Height\ OD . age Company : EEC May 26,2020 'IRISw Designer : TJE 2:01 PM H Job Number 13484 R Checked By: ,,,E„,, „,„ca,,,,,, Model Name : AS-SS1646-02-CL-G Mamhar gar-firm Fnrrac (Cnntinuarl) LC Member Label Sec Axial lbj y Shearflb] z Shearlibl Torauefk-inl v-v Momentfk-inl z-z Moment[k-in] 945 3 0 -651.909 28.95 0 0 0 946 17 M17 1 0 109.769 87.969 0 0 0 947 2 0 0 0 , 0 5 938 -7.409 948 3 0 -109.769 -87.969 0 0 0 949 18 M17 1 0 224544 -143.686 0 0 0 950 2 0 0 0 0 -9.699 -15.157 951 3 0 -224.544 143.686 0 0 0 952 19 M17 1 0 626 062 -184 037 0 0 0 953 2 0 0 0 0 -12.423 -42.259 954 3 0 -626.062 184 037 0 0 0 955 20 M17 1 0 75.307 -118.814 0 0 0 956 •2 0 0 0 0 -8.02 -5.083 957 3 0 -75.307 118.814 , 0 0 0 958 21 M17 1 -70 005 241 775 , -00 294 0 0 0 959 , 2 34.813 0 0 0 -2.72 -16.32 960 3 139 63 -241.775 40.294 0 0 0 961 22 M17 1 -52.397 638.985 -106.494 0 0 0 962 2 26.216 0 0 0 -7.188 -43131 963 3 104.829 -638.985 106.494 0 0 0 964 23 M17 1 -70 059 92.538 -15A22 0 0 0 965 2 34,759 0 0 0 -1.041 -6.246 139576 -92.538 15.422 0 0 0 Mamhar.oar-firm naflarfinnc Sarvira (Ry Itam) LC Member Label Sec x finl v finl z Ii j x Rotate[rad]_ (nl LW Ratio (n1 Uz Ratio 1 1 M1 1 0 0 0 0 NC NC 2 2 0 027 0 0 4624 NC 3 3 0 -.108 0 0 NC NC 4 2 M1 1 0 0 0 0 NC NC 5 2 -.001 -.079 0 0 1588 NC 6 3 002 -.316 0 0 NC NC 7 3 M1 1 0 0 0 0 NC NC 8 2 -.001 -.098 0 0_ 1318 NC 9 3 -.002 -.386 0 0 NC NC 10 4 M1 1 0 0 0 0 NC NC 71 2 -.001 -.084 0 0 1543 NC 12 3 -002 -.33 0 0 NC NC 13 5 M1 1 0 0 0 0 NC NC 14 2 -.001 -.082 .011 -1.577e-4 1558 NC 15 3 -.002 -.324 .036 -3.155e-4 NC NC 16 6 M1 1 0 0 0 0 NC NC 17 2 0 -.07 0 0 1905 NC 18 3 -.001 -.271 0 0 NC NC 19 7 M1 1 0 0 0 0 NC NC 20 2 0 -.051 0 0 2642 NC 21 3 -.001 197 0 0 NC NC 22 8 M1 1 0 0 0 0 NC NC 23 2 0 -.048 .015 -2.096e-4 2702 NC 24 3 -.001 -188 .047 -4 193e-4 NC NC 25 9 M1 1 0 0 0 0 NC NC 26 2 0 , -.058 0 0 2336 NC 27 3 -001 „imin-223 0 0 NC NC 28 10 M1 1 0 0 0 0 NC NC 29 2 0 -039 0 0 3549 NC 30 3 0 -.148 0 0 NC NC 31 11 M1 1 0 0 0 0 NC NC 32 2 0 .011 0 0 NC NC 33 3 0 .036 0 0 NC NC 34 , 12 M1 1 0 0 0 0 NC NC 35 2 0 .02 0 0 7312 NC 36 3 0 .074 0 0 NC NC 37 , 13 M1 1 0 0 0 0 NC NC 38 2 0 -036 .015 -2 095e-4 3657 NC 39 3 0 -14 .047 -4.189e-4 NC NC 40 14 M1 1 0 0 0 0 NC NC 41 2 0 .006 .015 -2.095e-4 NC NC 42 3 0 022 047 -4 189e-4 NC NC 43 15 M1 1 0 0 0 0 NC NC 44 2 _ 0 -051 0 0 2945 NC 45 3 0 -.186 0 0 NC NC 46 16 M1 1 0 0 0 0 NC NC 47 2 0 -.084 0 0 1617 NC 48 3 -002 -.322 0 0 NC NC 49 17 M1 1 0 0 0 0 NC NC Version . . , igar ,0 1 ngmeenng ar eg 1 0 .r3d age III RLSA Company EEC May 2020 Designer TJE P 2:01 PM Job Number 13484 R Checked By: ,.:.,:_,«„_.:,.:.,,>,,.- Model Name : AS-SS1646-02-CL-G Mamhar Sortinn Ilafiartinn¢ Carvira (Ry Ham) (CnntinsiarI) LC Member Label Sec x lini v fin] z fin] x Rotatefradl (n)LM Ratio (n)Liz'Ratio 50 2 0 -.032 0 0 5188 NC 51 3 0 -.113 0 0 NC NC 52 18 M1 1 0 0 0 0 NC NC 53 2 0 -.01 0 0 6924 NC 54 3 0 -.056 0 0 NC NC 55 19 M1 1 0 0 0 0 NC NC 56 2 0 -.053 0 0 2116 NC 57 3 -.002 -.225 0 0 NC NC 58 20 M1 1 0 0 0 0 NC NC 59 2 0 .008 0 0 NC NC 60 3 0 .017 0 0 NC NC 61 21 M1 1 0 0 0 0 NC NC 62 2 0 -.03 069 -1.226e-3 4130 2988 63 3 0 -.121 .221 -2.452e-3 NC NC 64 22 M1 1 0 0 0 0 NC MC 65 2 0 -.068 .052 -9.222e-4 1832 3954 66 3 -.002 -.274 .167 -1.844e-3 NC NC 67 23 M1 1 0 0 0 0 NC NC 68 2 0 -.012 068 -1.224e-3 NC 2999 69 3 0 -.048 .22 -2.448e-3 NC NC 70 1 M2 1 .107 -019 0 0 NC NC 71 2 .107 -.212 0 0 NC NC 72 3 .107 -.434 0 0 NC NC 73 2 M2 1 .311 -.054 0 0 NG NC 74 2 .311 -.617 0 0 4635 NC 75 3 .311 -1.259 0 0 NC NC 76 3 M2 1 381 -066 0 0 NC NC 77 2 .381 -.74 0 0 3951 NC 78 3 381 -1506 0 0 NC NC 79 4 M2 1 .326 -.056 0 0 NC NC 80 2 .325 -63 0 0 4931 NC 81 3 325 -1279 0 0 NC NC 82 5 M2 1 .319 -.055 .036 3.645e-4 NC NC 83 2 .319 -.627 .078 3.645e-4 4635 NC 84 3 .319 -1.278 .126 3.645e-4 NC NC 85 6 M2 1 267 -.046 0 0 NC NC 86 67 -,51 0 0 5768 NC 87 3 .267 -1.038 D 0 NC NC 88 7 M2 1 .194 -034 0 0 NC NC 89 2 .194 -.365 0 0 9399 NC 90 3 .194 -.735 0 0 NC NC 91 8 M2 1 .186 -.032 .047 4.821e-4 NC NC 92 2 .186 -.361 103 4.821e-4 , 8090 NC 93 3 .186 -.735 .167 4.821e-4 NC NC 94 9 M2 1 .219 -.038 0 0 NC NC 95 2 .219 -.415 0 0 7195 NC 96 3 219 -.844 0 0 NC NC 97 10 M2 1 .146 -.025 0 0 NC NC 98 2 146 -.27 0 0 NC NC 99 3 .146 -.541 0 0 NC NC 100 11 M2 1 -.036 .006 0 0 NC NC 101 2 -.036 .054 0 0 NC NC 102 3 -036 102 0 0 NC NC 103 12 M2 1 -.073 .012 0 0 NC NC 104 2 -.074 .132 0 0 NC NC 105 3 -.074 71 0 0 NC NC 106 , 13 M2 1 138 -.024 .047 4 808e-4 NC NC 107 2 .138 -.266 .103 4.808e-4 NC NC 108 3 138 -,541 .167 4.808e-4 NC NC 109 14 M2 1 -.022 .004 .047 4,784e-4 NC NC 110 2 -.022 .035 .103 4.784e-4 NC NC 111 3 -.022 .068 .166 4.784e-4 NC NC 112 15 M2 1 .183 -.031 0 0 NC NC 113 2 184 -.323 0 0 NC NC 114 3 .184 -.649 0 0 NC NC 115 16 M2 1 .317 -055 0 0 NC NC 116 2 317 -.599 0 0 5194 NC 117 3 .317 -1.213 0 0 NC NC 118 17 M2 1 111 -.019 0 0 NC NC 119 2 .111 -.179 0 0 NC NC 120 3 111 -354 0 0 NC NC 121 18 M2 1 .056 -.01 0 0 NC NC 122 2 055 -152 0 0 NC NC 123 3 .055 -.323 0 0 NC NC 124 19 M2 1 222 -.039 0 0 NC NC RISA-3D Version 17.0.4 [Z:113484 R AS-SS1646-02-CL-G,Tigard,OR113484 Lngineering110 ft.Clear Fief. •• . • age Company : EEC May 26,2020 111RISA Designer : TJE 2:01 PM Job Number 13484 R Checked By: Model Name AS-SS1646-02-CL-G Mamlhar Sartinn naflarfinnc Sarwira (Ry Itam) (Cnniin►md) LC Member Label Sec x[inj y IN z(in] x Rotate[rad (n) 4 125 2 222 -.47 0 0 5443 (n)Lit Ratio NC 126 3 .221 -.97 0 0 ',C NC 127 20 M2 1 -.017 .002 0 0 NC NC 128 2 -017 -008 0 0 NC NC 129 3 -.017 -.028 0 0 NC NC 130 21 M2 1 12 =.021 221 2.26e-3 NC NC 131 2 .12 -.238 .542 2.26e-3 NC 7638 132 . 3 .12 -.486 .911 2.26e-3 NC NC 133 22 M2 1 .27 -.047 .167 1.709e-3 NC NC 134 2 .27 -.535 .408 1.709e-3 5315 NC 135 3 .27 -1092 .686 1.709e3 NC NC 136 23 M2 1 .047 -.008 .22 2.251e3 NC NC 137 2 .047 -.093 .54 2.251e-3 NC 7649 138 3 047 -.191 .909 2.251e-3 NC NC 139 1 M3 1 0 0 0 0 NC NC 140 2 0 -.041 0 0 3071 NC 141 3 -.001 -.163 0 0 NC NC 142 2 M3 1 0 0 0 0 NC NC 143 2 -.002 -.141 0 0 893 NC 144 . 3 -004 -562 0 0 NC NC 145 3 M3 1 0 0 0 0 NC NC 146 2 -.002 -.177 0 0 732 NC 147 3 -.004 -.696 0 0 NC NC 148 4 M3 1 0 0 0 0 NC NC 149 2 -.002 -.15 0 0 867 NC 150 3 -.004 -.588 0 0 NC NC 151 , 5 M3 1 0 0 0 0 NC NC 152 2 -.002 -134 .011 -1.576e-4 947 NC 153 3 -.003 -.533 036 -3.153e-4 NC NC 154 6 M3 1 0 0 0 0 NC NC 155 2 -.001 -.122 0 0 1092 NC 156 . 3 -.002 -.474 0 0 NC NC 157 7 M3 1 0 0 0 0 NC NC 158 2 -.001 -.086 0 0 1577 NC 159 3 -.002 -.331 0 0 NC NC 160 8 M3 1 0 0 0 0 NC NC 161 2 0 -.065 .015 -2.095e-4 1976 NC 162 3 -.002 -257 .047 -419e-4 , NC NC 163 9 M3 1 0 0 0 0 NC NC 164 2 0 -103 0 0 1306 NC 165 3 -.002 .398 0 0 NC NC 166 10 M3 1 0 0 0 0 NC NC 167 2 0 -.067 0 0 2065 NC 168 3 -.002 -255 0 0 NC NC 169 11 M3 1 0 0 0 0 NC NC 170 2 0 .026 0 0 6049 NC 171 3 0 .094 0 0 NC NC 172 12 M3 1 0 0 0 0 NC NC 173 2 0 .045 0 0 3189 NC 174 3 0 .168 0 0 NC NC 175 13 M3 1 0 0 0 0 NC NC 176 2 0 -.046 .015 -2.093e-4 2807 NC 177 3 -.001 -.182 047 -4.187e-4 NC NC 178 14 M3 1 0 0 0 0 NC NC 179 2 0 .004 .015 -2 093e-4 NC NC 180 3 0 .014 .047 -4.187e-4 NC NC 181 15 M3 1 0 0 0 0 NC NC 182 2 0 -.075 0 0 1966 NC 183 3 -.001 -.278 0 0 NC NC 184 16 M3 1 0 0 0 0 NC NC 185 2 -.002 -.141 0 0 946 NC 186 3 -.003 -.547 0 0 NC NC 187 17 M3 1 0 0 0 0 NC NC 188 2 0 , -.047 0 0 3520 NC 189 3 0 -.165 0 0 NC NC 190 19 M3 1 0 0 0 0 NC NC 191 2 0 -.016 0 0 4544 NC 192 3 -.001 -.088 0 0 NC NC 193 19 M3 1 0 0 0 0 NC NC 194 _ 2 -.002 -.097 0 0 1188 NC 195 3 -.003 -405 0 0 NC NC 196 20 M3 1 0 0 0 0 NC NC 197 - .012 0 0 NC NC 198 , .025 0 0 NC NC 199 21 M3 0 0 0 0 NC NC Version . . -S 1646-0 - L- , igard, R 1 ngineenng . ear eig 111 .r age IIRISA Company : EEC May2020 sg 2:01 P PM JoDebi Numberner 1TJE 3484 R Checked By: A.E!E15Ch-6c .Wr Model Name : AS-SS1646-02-CL-G AAamhar Sorfinn Aafl tinnc Rarvira(Ry/tam (Cnntinuad) LC Member Label Sec x tint v finl z fin) x Rotatefradl (n)Llv'Ratio (n)L/z'Ratio 200 2 0 -.046 .069 -1 226e-3 2742 2987 201 3 -.001 -.183 .221 -2.452e-3 NC NC 202 22 M3 1 0 0 0 0 NC NC 203 2 -.002 -.119 .052 -9.223e-4 1053 3952 204 3 , -003 -476 .167 -1.845e-3 NC NC 205 23 M3 1 0 0 0 0 NC NC 206 2 , 0 -.018 .068 -1.224e-3 7152 2998 207 3 0 -.07 .22 -2.449e-3 NC NC 208 1 M4 1 .161 -.028 0 0 NC NC 209 2 .161 -.32 0 0 8371 NC 210 3 .161 -.656 0 0 NC NC 211 2 M4 1 .554 -.096 0 0 NC NC 212 2 .553 -1.096 0 0 2604 NC 213 3 .553 -2,238 0 0 NC NC 214 3 M4 1 .686 -.118 0 0 NC NC 215 2 ,686 -133 0 0 2196 NC 216 3 686 -2.71 0 0 NC NC 217 4 M4 1 ,58 -.1 0 0 NC NC 218 2 .579 -1.12 0 0 2785 NC 219 3 .579 -2 272 0 0 NC NC 220 5 M4 1 .525 -.091 .036 3.645e-4 NC NC 221 2 .525 -1.033 .078 3.645e-4 2791 NC 222 , 3 .525 -2.106 .126 3.645e-4 NC NC 223 6 M4 1 .467 -.08 0 0 NC NC 224 2 .467 -.889 0 0 3304 NC 225 , 3 .467 -1.809 0 0 NC NC 226 7 M4 1 .326 -.057 0 0 NC NC 227 2 .326 -.61 0 0 5731 NC 228 3 .326 -1.227 0 0 NC NC 229 8 M4 1 .253 -.044 .047 4.821e-4 NC NC 230 2 .253 -494 103 4 821 a-4 5768 NC 231 3 .253 -1008 ,167 4 821e-4 NC NC 232 9 M4 1 .393 -.067 0 0 NC NC 233 2 .393 -.742 0 0 4025 NC 234 3 ,393 -1,507 0 0 NC NC 235 10 M4 1 252 -.044 0 0 NC NC 236 2 252 -.463 0 0 8309 NC 37 3 .252 -.926 0 0 NC NC 38 11 M4 1 -,093 .016 0 0 NC NC 239 2 -.093 ,_,153 0 0 NC NC 240 3 -.093 297 0 0 NC NC 241 12 M4 1 -.165 .028 0 0 NC NC 242 2 -.166 .304 0 0 8780 NC 243 3 -,166 .622 0 0 NC NC 244 13 M4 1 .179 -.031 .047 4.808e-4 NC NC 245 2 179 -.347 .103 4.808e-4 8389 NC 246 3 .179 -.707 .167 4.808e-4 NC NC 247 14 M4 1 -.014 .002 .047 4.784e-4 NC NC 248 2 -.014 016 .103 4.784e-4 NC NC 249 3 -.014 .028 166 4.784e-4 NC NC 250 15 M4 1 .274 -.047 0 0 NC NC 251 2 .274 -.484 0 0 7002 NC 252 3 .274 -.974 0 0 NC NC 253 16 M4 1 .54 -.093 0 0 NC NC 254 2 539 -1.024 0 0 2985 NC 255 3 .539 -2.079 0 0 NC NC 256 17 M4 1 .163 , -.028 0 0 NC NC 257 2 .163 -,264 0 0 NC NC 258 3 .163 -522 0 0 NC NC 259 18 M4 1 .086 -.016 0 0 NC NC 260 2 .086 -.232 0 0 8037 NC 261 3 .086 -493 0 0 NC NC 262 19 M4 1 .399 -.07 0 0 NC NC 263 2 399 -.836 0 0 3106 NC 264 3 .399 -1.721 0 0 NC NC 265 20 M4 1 -.025 .004 0 0 NC NC 266 - 2 025 -.01 0 0 NC NC 267 3 -.025 -.04 0 0 NC NC 268 21 M4 1 18 -.031 .221 2.261e-3 NC NC 269 2 .18 -.358 .542 2.261e-3 7478 7646 270 3 .18 -.734 ,911 2.261e-3 NC NC 271 22 M4 1 .469 -.081 .167 1.71e-3 NC NC 272 2 .469 -93 409 1,71e-3 3044 NC 273 3 .469 -1.9 .686 1.71e-3 NC NC 274 23 M4 1 .069 -.012 .22 2.252e-3 NC NC I A- ersion 7, , :\ 348 R AS- 5164 -0 - , igar , 1 ngineering 1 . lear eight 1 8 age IRISACompany : EEC May1 26,2020 Designer : TJE PM Job Number 13484 R Checked By: Model Name : AS-SS1646-02-CL-G Mamhar Rorfinn /)aflorfinnc Sarvira (Ry Ifam) (Cnnfinnari) LC Member Label Sec x[in] y Fin] z tin] x Rotate rad (n)u Ratio Inl Ratio 275 2 .069 -.137 54 2.257e-3 NC 7658 776 3 .069 -.282 .909 , 2.252e-3 NC NC 277 1 M5 1 0 0 0 0 NC NC 278 2 0 -.027 0 0 4624 NC 279 3 0 -.108 0 0 NC NC 280 2 M5 1 0 0 0 0 NC NC 281 2 -.001 -.079 0 0 1588 NC 282 3 -.002 -316 0 0 NC NC 283 3 M5 1 0 0 0 0 NC NC 284 , 2 -.001 -.098 0 0 1318 NC 285 3 -.002 -.386 0 0 NC NC 286 4 M5 1 0 0 0 0 NC NC 287 2 -.001 -.084 0 0 1543 NC 288 3 -002 -33 0 0 NC NC 289 5 M5 1 0 0 0 0 NC NC 290 2 0 -.072 .011 -1.575e-4 1743 NC 291 3 -.002 -.289 .036 -3.151e-4 NC NC 292 6 M5 1 0 0 0 0 NC NC 293 2 0 -.07 0 0 1905 NC 294 3 -OO1 -271 0 0 NC NC 295 7 M5 1 0 0 0 0 NC NC 296 2 0 -.051 0 0 2642 NC 297 3 -.001 -.197 0 0 NC NC 298 . 8 M5 1 0 0 0 0 NC NC 299 , 2 0 -.036 .015 -2.094e-4 3578 NC 300 3 0 -.141 047 -4.188e-4 NC NC 301 9 M5 1 0 0 0 0 NC NC 302 2 0 -_058 0 0 2336 NC 303 3 -.001 -.223 0 0 NC NC 304 10 M5 1 0 0 0 0 NC NC 305 2 0 -.039 0 0 3549 NC 306 3 0 -.148 0 0 NC NC 307 11 M5 1 0 0 0 0 NC NC 308 2 0 .011 0 0 NC NC 309 3 0 .036 0 0 NC NC 310 12 M5 1 0 0 0 0 NC NC 311 2 0 .02 0 0 7312 NC 312 3 0 074 0 0 NC NC 313 . 13 M5 1 0 0 0 0 NC NC 314 2 0 -024 .015 -2.092e-4 5466 NC 315 3 0 -.093 .047 -4.184e-4 NC NC 316 14 M5 1 0 0 0 0 NC NC 317 2 0 -.006 .015 -2.092e-4 NC NC 318 3 0 -.027 .047 -4.184e-4 NC NC 319 15 M5 1 0 0 0 0 NC NC 320 2 0 -.051 0 0 2945 NC 321 3 0 -.186 0 0 NC NC 322 16 M5 1 0 0 0 0 NC NC 323 2 0 -.084 0 0 1617 NC 324 3 -.002 -322 0 0 NC NC 325 17 M5 1 0 0 0 0 NC NC 326 2 0 -.032 0 0 5188 NC 327 3 0 -.113 0 0 NC NC 328 , 18 M5 1 0 0 0 0 NC NC 329 2 0 -.01 0 0 6924 NC 330 3 0 -.056 0 0 NC NC 331 19 M5 1 0 0 0 0 NC NC 332 2 0 -.053 0 0 2116 NC 333 3 -.002 -.225 0 0 NC NC 334 , 20 MS 1 0 0 0 0 NC NC 335 2 0 .008 0 0 NC NC 336 3 0 .017 0 0 NC NC 337 21 M5 1 0 0 0 0 NC NC 338 2 0 -.03 .069 -1 226e-3 4131 2988 339 3 0 -.121 ,221 -2,452e-3 NC NC 340 22 M5 1 0 0 0 0 NC NC 341 2 0 -.068 .052 -9 222e-4 1833 3954 342 3 -.002 -.274 .167 -1.844e-3 SIC NC 343 23 M5 1 0 0 0 0 NC NC 344 2 0 -012 .068 -1.224e-3 NC 2999 345 3 0 -.048 .22 -2,448e-3 NC NC 346 1 M6 1 .107 -.019 0 0 NC NC 347 2 .107 -.212 0 0 NC NC 348 3 .107 -.434 0 0 NC NC 349 2 M6 1 ,311 -.054 0 0 NC NC RISA D Version . . :11 84 - 16 6- 2-CL- , igard, ngineering . lear eig 0 age Company : EEC May 26,20 2:01 PM IIIRISA Job N mbar 13484 R Checked By A l.E VET SCHE,c 001AP Model Name : AS-SS1646-02-CL-G Mamhar Sarfinn nafiartinnc Sarvira (Ry Ham) (Cnntinuad) LC Member Label Sec x finl v fin] z finl x Rotatefradl fnl UY Ratio in)Liz'Ratio 350 2 .311 -617 0 P ,.35 NC 351 3 .311 -1259 0 0 NC NC 352 3 M6 1 .381 -.066 0 0 NC NC 353 2 .381 -.74 0 0 3951 NC 354 3 381 -1.506 0 0 NC NC 355 4 M6 1 .326 -.056 0 0 NC NC 356 2 .325 -.63 0 0 4931 NC 357 3 .325 -1.279 0 0 NC NC 358 5 M6 1 284 -049 .036 3 644e-4 NC NC 359 2 .284 -.561 .078 3.644e-4 5118 NC 3130 3 .284 -1.145 .126 3.644e-4 NC NC 361 6 M6 1 .267 -.046 0 0 NC NC 362 2 .267 -.51 0 0 5768 NC 363 3 .267 -1.038 0 0 NC NC 364 7 M6 1 194 -.034 0 0 NC NC 365 2 ,194 -.365 0 0 9399 NC 366 3 .194 -.735 0 0 NC NC 367 8 M6 1 .139 -024 .047 4.82e4 NC NC 368 - 73 103 4.82e-4 NC NC 369 _1 - 8 .167 4.82e-4 NC NC 370 9 M6 1 .219 -.038 0 0 NC NC 371 2 .219 -.415 0 0 7195 NC 372 3 .219 -.844 0 0 NC NC 373 10 M6 1 .146 -.025 0 0 NC NC 374 2 .146 -.27 0 0 NC NC 375 3 .146 -.541 0 Q NC NC 376 11 M6 1 -.036 006 0 0 NC NC 377 2 -.036 .054 0 0 NC NC 378 3 -036 .102 0 0 NC NC 379 12 M6 1 -.073 .012 0 0 NC NC 380 2 -074 132 0 0 NC NC 381 3 -074 271 0 0 NC NC 382 13 M6 1 .092 -.016 .047 4.807e-4 NC NC 383 2 ,092 -.179 .103 4.807e-4 NC NC 384 3 .092 -364 167 4.807e-4 NC NC 385 14 Me 1 .027 -.005 .047 4.783e-4 NC NC 366 2 .027 -057 103 4.783e-4 NC NC 387 3 .027 -.117 .166 4.783e-4 NC NC 388 15 M6 1 .183 -.031 0 0 NC NC 389 .1:• -. 3 0 0 NC NC 390 3 .184 -.649 0 0 NC NC 391 16 M6 1 .317 -.055 0 0 NC NC 392 2 .317 -599 0 0 5194 NC 393 3 . 17 - 13 0 0 NC NC 394 17 M6 1 .111 -.019 0 0 NC NC 395 2 .111 -.179 0 0 NC NC 396 3 111 -.354 0 0 NC NC 397 18 M6 1 .056 -.01 0 0 NC NC 398 2 055 -.152 0 0 NC NC 399 3 .055 -.323 0 0 NC NC 400 19 M6 2 -.039 0 0 NC NC 401 2 .222 -.47 0 0 5443 NC 402 3 .221 -.97 0 0 NC NC 403 20 M6 1 -.017 .002 0 0 NC NC 404 2 -.017 -.008 0 0 NC NC 405 3 -.017 -.028 0 0 NC NC 406 21 M6 1 .12 -0 :- 3 NC NC 407 2 .12 -.238 .542 2.26e-3 NC 7638 408 3 .119 -.486 .911 2.26e-3 NC NC 409 22 M6 1 .27 -.047 .167 1.709e-3 NC NC 69 -.535 408 1.709e-3 5316 NC 411 IIIIII 69 -1.091 .686 1,709e-3 NC NC 41 M6 1 .047 -.008 ,22 2.251e-3 NC NC 413 2 .047 -.093 .54 2 251e-3 NC 7649 414 3 .047 -.191 .909 2251e-3 NC NC 415 1 M10 1 0 -007 -.107 -2604e-3 NC NC 416 2 0 -.144 -.D96 - 604e-3 1983 7080 417 3 0 -.01 -.161 -2.604e-3 NC NC 418 2 M10 1 0 -019 -.311 -8.949e-3 NC NC 419 2 I -. -. 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' 01e-3 NC NC ISA-3D Version . . :1 84 A -SS1 4 - - L-G, ige , 1 ngineenng ar 02 .r age Company : EEC May 26,2020 Iiici w Designer : TJE PM K H Job Number 13484 R Checked By: ,l y<«p gZ._..,,.'',,1.,,, Model Name : ASSS1646-02-CL-G Mamhar Sarfinn Aaflarfinne Sarvira (Ry Ham) (C:nnfinuaif) LC Member Label Sec x fin] v tint z finl x Rotatefradl fnl LW Ratio (n)Liz'Ratio 500 2 0 -.317 -401 -4.201e-3 919 8067 501 3 0 -.017 -.267 -4.201e-3 NC NC 502 7 M11 1 0 -.022 -.326 -3,029e-3 NC NC 503 2 0 -.41 -.293 -3.029e-3 687 8067 504 3 0 -013 -194 -3 029e-3 NC NC 505 8 M11 1 .044 -.016 -253 -2,235e-3 NC NC 506 2 .044 -.194 -158 -2.235e-3 1486 7080 507 3 .044 -.009 -.139 -2.235e-3 NC NC 508 9 M11 1 0 -.025 -.393 -3.427e-3 NC NC 509 2 • - 51 -.357 -3.427e-3 1166 5300 510 3 0 -.014 -.219 -3.427e-3 NC NC 511 10 M11 1 0 -.017 -.252 -2-256e-3 _NC NC 512 2 I - - 3 817 5300 513 3 0 -.01 -.146 -2.256e-3 NC NC 514 11 M11 1 0 .007 .093 4.801e-4 NC NC 515 2 0 .099 .142 4.801e-4 2861 3489 516 3 0 .003 036 4.801e-4 NC NC 517 12 M11 1 0 .011 .165 1.097e-3 NC NC 518 2 0 -.062 197 1.097e-3 3888 3489 519 3 0 .005 .073 1,097e-3 NC NC 520 13 M11 1 044 -.011 -179 -1.463e-3 NC NC 521 2 .044 -.128 -.115 -1.463e-3 2264 NC 522 3 .044 -.006 -.092 -1,463e-3 NC NC 523 14 M11 1 .043 .001 .014 -4.528e-4 NC NC 524 2 .043 -028 .014 -4.528e-4 9563 NC 525 3 .043 -.002 -.027 -4.526e-4 NC NC 526 15 M11 1 0 -.019 -274 -2 723e-3 NC NC 527 2 0 -.179 -296 -2 723e-3 1654 4039 528 3 0 -.013 -.183 -2.723e-3 NC NC 529 16 M11 1 0 -.035 -.54 -4.952e-3 NC NC 530 2 0 -431 -.4 -4 952e-3 668 9418 531 , 3 0 -I_1 -. • 2e-3 NC NC 532 17 M11 1 0 -.012 -.163 -1.549e-3 NC NC 533 2 0 -.079 -.23 -1.549e-3 3891 2899 534 3 0 -.008 -.111 -1.549e-3 NC NC 535 , 18 M11 1 0 -.004 -.086 -1.147e-3 NC NC 536 2 0 -.144 .081 -1.147e-3 1907 1773 537 3 0 -.002 -.056 -1.147e-3 NC NC 538 19 M11 1 0 -.023 -.399 -3.773e-3 NC NC 539 2 0 -.406 -.118 -3.773e-3 696 1399 540 3 0 -.013 - 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NC Version . . - -C -C, iga , nginee ng r eig .r3 age Company : EEC May 26,2020 IIRISA Job Nu Designermber : T134JE84 R 2:01 PM Checked By: wE EtscrEncroew.�� Model Name : AS-SS1646-02-CL-G Mamhar Ca -firm flaflartinnc Carvirra(Fly ham) (CnntimirarO LC Member Label Sec x lint v lint z Fin] x Rotatelradl (n)UV'Ratio (n)Liz'Ratio 650 2 0 -9 - - .-- 401 NC 651 3 0 -167 -.146 -2.745e-3 NC NC 652 11 M13 1 0 .096 .093 5,256e-4 NC NC 653 2 0 .359 .09 5.256e-4 918 NC 654 3 0 .034 036 5256e-4 NC NC 655 12 M13 1 0 .185 165 1.354e-3 NC NC 656 2 0 058 .145 1 354e-3 3612 NC 657 3 0 .081 .074 1.354e-3 NC NC 658 13 M I • - 12 -179 -1 835e-3 NC NC 659 2 .079 -.36 -.11 -1.835e-3 1356 NC 660 3 079 -.109 -.092 1.835e3 NC NC 661 14 M13 1 .079 .011 .014 -5.882e-4 NC NC 662 2 .079 .007 .019 -5.882e-4 NC NC 663 3 ,07• 1 -6 7 -5.882e-4 NC NC 664 15 M13 1 I MNIEOZ: - - e-3 NC NC 665 2 0 -.468 ® -3.27e-3 1233 3012 666 3 0 _____ - 7e-3 NC NG 667 16 M13 1 0 -.627 -.54 -6.122e-3 NC NC 668 2 0 -1.3 - • - 6 2420 669 3 0 -.367 -.317 -6.122e-3 NC NC 670 17 M13 1 0 -.165 -.163 -1.787e-3 NC NC 671 2 0 -.224 -.264 -1.787e-3 3149 2127 872 3 0 -.112 -.111 -1,787e-3 NC NC 673 18 M13 1 0 -.136 -.086 -1.623e-3 NC NC 674 2 0 -.302 ,133 -1.6 -- 23 675 3 0 -.089 -.055 -1.623e-3 NC NC 676 19 M13 1 0 -506 -399 -4891e3 NC NC 677 . 2 0 -1.175 .022 -4,891e-3 345 813 678 3 I - -4 - 2 -4 891e-3 NC NC 679 20 M1_ 1 * 0I r -1.367e-4 NC NC 680 , 2 0 -.058 .188 -1 367e-4 4770 1618 681 3 0 -.001 .017 -1.367e-4 NC NC 682 . 21 M13 1 .404 -.218 -.18 -2,448e-3 NC NC 683 2 .404 -.386 -.093 -2.448e-3 1321 4717 684 3 404 -.145 -.12 -2.448e-3 NC NC 685 22 M13 1 305 -.46• - I -- NC NC 686 2 .305 -1.238 -.148 -5.507e-3 341 1217 687 3 .305 -.326 -27 -5.507e-3 NC NC 688 23 M13 1 .403 -084 -.069 -9 63e-4 NC NC 689 2 403 -.141 -.038 -9.63e-4 3794 NC 690 3 .403 -057 -047 -9.63e-4 NC NC 691 1 M14 1 0 -.274 -.107 -3.629e-3 NC NC 692 I - 6 -.083 • •e-3 1479 5280 693 3 0 -413 -.161 -3.629e-3 NC NC 694 2 M14 1 0 -.795 -.311 -1 235e-2 NC NC 695 2 0 -2.075 -,16 -1,235e-2 278 992 696 0 -1 - -3 -1.235e-2 NC NC 697 3 M14 1 0 -.952 -.381 -1.492e-2 NC NC 698 2 0 -2.514 -.31. -•2e-2 228 1245 699 3 -1.713 -.686 -1.492e-2 NC NC 700 4 M14 1 3 -81 -.325 -1 246e-2 NC NC 701 2 0 -2.014 -.236 -1 246e-2 303 1245 702 3 0 -1.44 -57• - 46e-2 NC NC 703 5 M14 1 .091 -.808 -.319 -1.161e-2 NC NC 704 2 091 -202 -205 -1.161e-2 984 1245 705 3 091 -1.331 -.525 -1,161e-2 NC NG 706 6 M14 1 0 -.657 -267 -9.948e-3 NC NC 707 I - •_6 -.316 -9.948e-3 372 5280 708 3 0 -1.144 -.467 -9.948e-3 NC NC 709 7 M14 1 0 -.468 -.194 -6.685e-3 NC NC 710 , 2 0 -.96 -.209 -6 685e-3 805 5280 711 3 I - -. 6 -6.685e-3 NC NC 712 8 M14 1 .121 -.464 -.186 -5.554e-3 NC NC 713 2 .121 -969 -.168 -5.554e-3 645 5280 714 3 .121 -.636 - - :-3 NC NC 715 9 M14 1 0 -534 -.219 -8.279e-3 NC NC 716 2 0 -1.37 - 81 -8279e-3 426 NC 717 3 0 -.954 -.393 -8.279e-3 NC NC 718 10 M14 1 0 -.345 -.146 -5.02e-3 NC NC 719 2 0 -.712 -.173 -5.02e-3 1110 NC 720 r - • -252 -5.02e-3 NC NC 721 11 M14 1 0 .067 036 1.574e-3 NC NC 772 2 0 .289 .09 1.574e-3 1701 NC 723 3 0 .193 .093 1.574e-3 NC NC 724 12 M14 1 0 ,171 .074 3.438e-3 NC NC RISA-3D Version 17.0.4 7:\13434 R AS-SS1646-02-CL-G,Tigard,OR\13484 Engineering\ I . leer Heig t 1 z:z s I . Z -age '. 2:01 PM CJE 't i R ISA b N mbar : Ti E3484 R Checked By; ,.;,,,., Model Name : AS-SS1646-02-CL-G Momhar Qorfinn ilaRarfinnc Carvira (Ry Mum) (rnnfin.iad) LC Member Label Sec x f'inl v fin) z[in] x Rotate[radL (n)L/v'Ratio (n Llz'Ratio 725 2 0 722 .145 3.438e-3 613 NC 726 . 3 0 .392 166 3.438e-3 NC NC 727 13 M14 1 ,121 -.342 -138 -3.89e-3 NC NC 728 2 .121 -721 -.133 -3.89e-3 827 NC 729 3 .121 -.447 -.179 -3.89e-3 NC NC 730 , 14 M14 1 .12 .0�4 2 1 288e-4 NC NC 731 2 .12 .195 3 1.288e-4 1661 NC 732 3 .12 019 .014 1288e-4 NC NC 733 15 M14 1 0 -.414 -.184 -5,3e-3 NC NC 734 , 2 0 -.736 318 -5.3e-3 1233 3012 735 3 0 -.62 -.274 -5.3e-3 NC NC 736 16 M14 1 0 -.769 -.317 -1.141e-2 NC NC 737 2 0 -1.844 -.317 -1.141e-2 337 2426 738 3 0 -1.317 -.539 -1 141e-2 NC NC 739 17 M14 1 0 -.228 -.111 -2,802e-3 NC NC 740 2 0 -.368 --264 -2 802e-3 , 3148 2127 741 3 0 -.336 -.163 -2.802e-3 NC NC 742 18 M14 1 0 -.199 -055 -2 819e-3 NC NC 743 2 0 -.441 .133 -2.819e-3 1423 1373 744 3 0 -.304 -086 -2 819e-3 NC NC 745 19 M14 1 0 -.609 -.221 -9.562e-3 NC NC 746 2 0 -1.624 .021 -9.562e-3 346 814 747 3 0 -1.081 -.399 -9.562e-3 NC NC 748 20 M14 1 0 -,013 .017 -3.129e-4 NC NC 749 2 0 -072 .188 -3129e-4 4768 1618 750 3 0 -.018 .025 _„],29e-4 NC NC 751 21 M14 1 644 -.306 -.12 -4.063e-3 NC NC 752 2 .644 -589 -.093 -4.063-,-3 1321 4717 753 3 644 -.462 18 4.063e-3 NC NC 754 22 M14 1 .485 -.689 -77 -1.049e-2 NC NC 755 2 485 -1 735 -.148 -1.049e-2 341 1219 756 3 .485 -1.199 -.469 -1.049e-2 NC NC 757 23 M14 1 .642 -.121 -.047 -1.561e-3 NC NC 758 2 ,642 -.22 -.038 -1.561e-3 3792 NC 759 3 .642 -.177 -.069 -1.561e-3 NC NC 760 1 M15 1 0 -.413 -161 -7.401e-3 NC NC 761 2 0 -.526 -.083 -2.401e-3 1479 5280 762 3 0 -.274 107 2401e-3 NC NC 763 2 M15 1 0 -1.413 553 6.947e-3 NC NC 764 2 0 -2 075 -.16 -6.947e-3 278 992 765 3 0 -.795 -.311 -6.947e-3 NC NC 766 3 M15 1 0 -1713 -.686 -8.295e-3 NC NC 767 2 0 -2.514 -.316 -8.295e-3 228 1245 768 3 0 -.952 -.381 -8 795e-3 NC NC 769 4 M15 1 0 -1,44 -.579 -7017e-3 NC NC 770 2 0 -2.014 -.236 -7.017e-3 303 1245 771 3 0 -.81 -.325 -7.017e-3 NC NC 772 5 M15 1 .091 -1.331 -525 -6.316e-3 NC NC 773 2 091 -1.882 -.188 -6.316e-3 315 1245 774 3 .091 -723 -.284 -6.316e-3 NC NC 775 6 M15 1 0 -1.144 -.467 -5.709e-3 NC NC 776 2 0 -1,626 -.316 -5.709e-3 372 5280 777 3 0 -657 -.267 -5.709e-3 NC NC 778 7 M15 1 0 -.781 -.326 , -4.008e-3 NC NC 779 2 0 -.96 _209 -4 008e-3 805 5280 780 3 0 -.468 -.194 -4,008e-3 NC NC 781 8 M15 1 .121 -.636 -.253 -3 077e-3 NC NC 782 - 2 .121 -,785 -.145 -3.077e-3 927 5280 783 3 .121 -.352 -.139 -3.077e-3 NC NC 784 9 M15 1 0 -954 -.393 -4.636e-3 NC NC 785 2 0 -1.377 -.281 -4.636e-3 426 NC 786 3 0 -.534 -.219 -4.636e-3 NC NC 787 10 M15 1 0 -592 -252 -2.936e-3 NC NC 788 2 0 712 -173 -2 936e-3 , 1110 NC 789 3 0 -.345 -.146 =2.936e-3 NC NC 790 11 M15 1 0 .193 093 5.785e-4 NC NC 791 2 0 .289 .09 5.285e 4 1701 NC 792 3 0 .067 .036 5 285e-4 NC NC 793 12 M15 1 0 .392 .166 1.499e-3 NC NC 794 2 0 .722 145 1 499e-3 613 NC 795 3 0 .171 .074 1.499e-3 NC NC 796 13 M15 _ 1 121 -447 -.179 -2.O06e-3 NC NC 797 2 .121 -.537 -.11 -2.006e-3 1356 NC 798 3 .121 -.23 -,092 -2.006e-3 NC NC 799 14 M15 1 12 019 .014 -6.561e-4 NC NC I -3 ersion .0.4 [ :1 R -S 164 - -CL- , igar , 1 3484 ngineenng 1 . ear eig t11 age 57 i Company : EEC May IP Pi ID Designerer TJE 2:01 PM I' Job Number : 13484 R Checked By: - Model Name : AS-SS1646-02-CL-G Mamhor Sarfinn Aaflarfinnc Sarvieva(Py Ham) (Cnnfini ad) LC Member Label Sec x finl v finl z fin) x Rotatefradl (n)UV Ratio (n)Uz'Ratio 800 2 12 -009 .019 I -6 561 e-4 NC NC 801 3 ,12 -.073 -.027 -6.561e-4 NC NC 802 15 M15 1 0 -6 -. 7" - 7e-3 NC NC 803 2 0 -.736 -.318 -3.527e-3 1233 3012 804 3 0 -414 -1:" - 7e-3 NC NC 805 16 M15 1 0 -1,317 -.539 -6.651e-3 NC NC 806 2 0 -1.844 -317 -6.651e-3 337 2426 807 3 0 -.769 -.317 -6.651e-3 NC NC 808 17 M15 1 0 -.336 -.163 -1.899e-3 NC NC 809 2 0 -.368 -264 -1 899e-3 3148 2127 810 3 0 -.228 -.111 -1.899e-3 NC NC 811 18 M15 1 0 -.304 -.086 -1 846e-3 NC NC 812 2 0 -.441 .133 -1.846e-3 1423 1323 813 3 0 -.199 -,055 -1,846e-3 NC NC 814 19 , M15 1 0 -1.081 -.399 -5.396e-3 NC NC 815 $ -1 • 4 .021 -5,396e-3 346 814 816 3 0 -.609 -221 -5396e-3 NC NC 817 20 M15 1 I -.11: I -2.148e-4 NC NC 818 2 0 -.072 .188 -2148e-4 4768 1618 819 3 0 -.013 .017 -2148e-4 NC NC 820 21 M15 1 .644 -.462 -.18 -2.688e-3 NC NC 821 2 .644 -.589 -.093 -2.688e-3 1321 4717 822 3 .644 -.306 -.12 -2.688e-3 NC NC 823 22 M15 1 .485 -1.199 -469 -6.024e-3 NC NC 824 2 485 -1.735 -.148 -6.024e-3 341 1219 825 3 .485 -.689 -.269 -6.024e-3 NC NC 826 23 M15 1 .642 -177 -.069 -1.058e-3 NC NC 827 2 .642 -.22 -.038 -1.1 ;e-3 3792 NC 826 3 .642 -.121 -047 -1.058e-3 NC NC 829 1 M16 1 0 -.425 -.107 -3.698e-3 NC NC 830 2 0 -.67 -.095 -3.698e-3 1973 7043 831 3 0 -.642 -161 -3.698e-3 NC NC 832 2 M1. 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Cnrla Charkc 1Q Member Shaoe UC MaxLoc[ft]Shear..Loc[ff].,._ Pnc/om pi Pntlom[lb] ,Mnyyl....Mnzz/.., Cb Ean 1 II M1 HSS16X8X6 .073 0 .000 0 v, 304286.252 479041.916 1208.... 2458.... 1.001 H1-1b 2 2 .212 0 ,000 0 v 304286252 479041,916 1208_ 2458..J.002 H1-lb 3 3, .266 0 .003 0 v 304286.252 479041.916 1200.... 2458.... 1.038 H1-lb 4 4 228 0 .002 0 v 304286.252 , 479041.916 1208. . 2458....1,038 H1-lb 5 5 .245 0 612 0 z 304286.252 479041.916 1208.... 2458.... 1.017 H1-lb RISA-30 Version 17.0.4 [Z:\13484 R AS-SS1646-02-CL-G,Tigard,OR113484 Engineering110 ft.Clear Height113484 MODEL.r3d] page 79 Company : EEC May 26,2020 !� Designer : TJE 2:01 PM Job Number : 13484 R Checked By: Model Name : AS-SS1646-02-CL-G Mamhar AMC1-5th(.4RIL1Rj• d 4C) Staal('_nrha ('harkc (C`nntinIwart) LC Member Shave UC Max ocfft Shear...Locfftl .., Pnc/om flbl Pnt/om flbl Mnwl.,.,Mnzz/.. Cb Eon 6 6 .190 0 .003 0 v 304286.252 479041.916 1208....2458.... 1.06: Ht-lb 7 7 .141 0 .003 0 v 304286.252 479041,916 1208.... 2458.... 1.08.1 H1-113 8 8 .163 0 .015 0 z 304286.252 479041.916 1208....2458.... 1.03•. H1-lb 9 9 157 0 .003 0 v 304286252 479041.916 1208.... 2458.... 1.08 H1-16 10 10 108 0 003 0 v 304286252 479041916 1208 7458 10*,, H1-lb 11 11 .031 0 .003 0 v 304286.252 479041,916 1208..,. 2458.... 1.431 H1-lb 12 12 .055 0 002 r I. 86.252 479041.916 1708 458. .1.18 H1-lb 13 13 .130 0 .015 0 z 304286.252 479041.916 1208.... 2458.... 1.048 H1-16 14 14 .050 0 .015 0 304286252 47904191608.,. 458._. 1.31 Hi-lb 15 15 ,142 0 .007 0 304286,252 479041.916 08.... 2458.... 1.20 H1-lb 9 0 ,Os r r_ :: 52 479041.916 11708.... 458,,,. .087 Hi-lb 17 ■ .092 0 007 �A 304286.252. 479041.916 1208.... 1.341 H1-lb 18 0 10.44 .006 - :• 52 479041.916 08.... 458.... 1.441 H1-lb 19 .178 10.44 .005 r e 304286,252 479041.916 1208.... 2458._. 1.098 H1-lb 20 i r .a,. I (IJ I• :• - •'_ 08.. 458 . 0.34• H1-lb 21 21 .224 0 .079 0 A 304286.252 479041.91. I: .. 458 .. 1.001 H1-lb 22 _2 291 0 060 0 r- :. :•1 •1. =MI • 8.... 1.00, H1-lb 23 23 .174 0 .079 0 304286,252 479041.916 1208.... 2458.... 1 H1-lb 24 1 M2 HSS16X8X6 .070 0 009 0 334646.42 479041.916 1208.... 2458....•.22 Hi-lb 25 2 .204 0 .026 0 33464642 479041.916 1208.... 2458....'.27 H1-lb 26 3 .235 0 029 0 334646.42 479041,916 1208.... 458....+ 5 Hi-lb 27 4 .202 0 .027 0 334646.42 479041.916 1208.... 2458.... 10.336 H1-16 28 5 ,214 0 .026 0 334646.42 479041,916 1208.,,. 2458.... 0 27 Hl-lb 29 6 .156 0 .019 0 334646.42 479041.916 1208.,.. 2458.... 0.222 H1-16 30 7 .112 0 016 0 334646.42 479041.916 1 0:. . 458... • 40 H1-lb 31 8 .128 0 .015 0 334646.42 479041.916 1208.... 2458.... 10.25: H1-lb 32 9 125 0 .015 0 334646.42 479041 916 1208 458 .• 21: H1-16 33 10 .080 0 .012 0 334646.42 479041.916 1208,... 458.... 0.47:' H1-lb �.�• r W 4 597 334646.42 479041 916 1208. . 458,... 1 Hi-lb 35 .034 r .004 9.678 334646.42 479041.916 1208.... 2458.... 1 Hi-lb 36 I• I I r 479041 916 1208 2458...• 26 H1-lb 37 4 .021 H .002 'RR 334646.42 479041 916 1208.... 2458.... 1 Ht-lb 39 16 .180 0 .023 0 334646.42 479041.916 1208.... 2458....0 26: Hi-lb 40 17 .037 0 .005 0 334646.42 479041.916 1208.... 2458....0.22. Hi-lb 41 18 .074 0 .009 0 334646.42 479041.916 1208.... 2458....0.22 Hl-lb 42 19 .174 0 .022 0 334646.42 479041.916 1208.... 2458....p.26• Hi-lb 43 20 .027 0 .003 0 334646.42 479041.916 1298.... 2458....•.21• Hl-lb 44 21 .159 0 .011 0 33464642 479041.916 120: ... '458..,.P. H1-lb 45 _ .238 0 .023 0 334646.42 479041.916 1208.... 2458.... .269 H1-lb 3 111 0 011 0 334646.42 479041.91. 08.... 2458...0.221 H1-lb 47 1 M3 HSS16X8X6 .110 0 .000 0 304286252 479041.916 1208.... 458.., 1.001 Hl-lb 48 2 .378 0 .000 0 304286 252 479041.916 1208.... 2458 ,1.004 H1-lb 49 3 .478 0 .005 0 304286.252 479041.916 1208.... 2458.... 1,04 Hi-lb 50 4 ,407 0 .004 0 1,_:: •7•r, • • r: 458.... 1.04 H1-lb 51 , 5 .385 0 012 0 304286.252 479041 •1. 08.... 2458.... 1.01 • H1-14 52 6 .332 0 .006 0 304286252 479041.916 1208.... 458... 1.07. H1-11, 53 7 .237 0 .005 0 304286,252 479041.916 1208.... 2458.... 1.08• Hi-lb 54 8 iv r I 479041.916 1208 . 458,..1.0 H1-lb 55 9 _ 11tr111 E,, tr» 64 :. 4 •r•1 • • 08., 245L. 1.08. Hl-lb 56 10 .186 0 Or t» r• :.. 08 458..- 1.11.. Ht-lb 57 11 .074 0 .005 0 304286.252 479041.916 1208.... 2458,... 1.288 H1-lb 58 12 120 0 004 0 A.286 252 479041.916 1208.... 458.... 1.14•• H1-1 b 59 13 158 0 015 0 304286.252 479041.916 1208.... 2458.... 1.043 H1-lb 60 14 046 0 ,015 0 304286.252 479041.916 1208.... 458.... .68 H1-lb 61 15 .211 0 .009 0 304286.252 479041.916 1208.... 2458.... 1.193 H1-lb 62 16 386 0 007 0 304786 252 479041 916 1208.. 458.. 107 H1-lb 63 17 .135 0 .009 0 304286.252 479041.916 1208.... 2458.... 133 H1-lb 64 18 .114 1044 009 0 304286252 479041916 1208„ 458.... .39 Hi-lb 65 19 .311 10.44 .007 0 304286.252 479041.916 1208.... 2458.... 1.08 Hi-lb 66 ,20 045 0 .009 0 304286.25 • •r• 0: 458. • 31. Ht-lb 67 1 . . I .r7• r .4 :. 479041.916 1208..,2458..., 1.001 H1-lb 68 428 0 .060 0 304286.252 479041.916 1208....2458....1.0r- H1-1b 69 23 .189 0 .079 0 304286.252 479041,916 1208.... 2458.... 1.001 H l-1 b 70 1 M4 HSS16X8X6 106 0 013 0 334646.42 . •r, • • 08....2458....• 01 H1-lb 71 2 362 0 046 0 334646.42 479041,916 1208.... 2458.... 2.27 Hi-lb 72 3 422 0 052 0 33464642 479041,916 1208.... 2458.... 225 Hi-lb 73 4 ,357 0 .048 0 334646,42 479041.916 1208.... 2458....•.33. H1-lb 74 5 348 0 042 0 334646.42 479041.916 1208.... 2458. .• H1-16 75 6 270 0 .033 0 334646,42 479041.916 1208.... 2458,.,. 211 Hl-lb 76 7 .185 0 .027 0 33464642 479041.916 1208.,, 2458.... 0.41•, H1-lb 77 . 71 I r 0 0 33464642 479041 91. 1 08.... 2458.... 0.233 H1-lb 78 • •�•�<r� r r 479041 916 1208.... 2458.... 2.21 H1-lb 79 10 .136 0 .021 0 v 334646.42 479041,916 1208,,., 2458...,•.49. H1-1b 80 1 .035 0 .006 4.527 y 334646.42 479041.916 1208.... 2458 .. 1 H1-lb RISA-3D Version 17.0.4 V:113484 R AS-SS1846-02-CL-G,Tigard,dk13484 Engineeringkl0 ft.Clear He ght\t34A4 MODEL.r3dj Page 80 Company : EEC May 26,2020 'IRI A ign : 2:01 PM JH Job Des Nuermber : 13484TJE R Checked By: Model Name : AS-SS1646-02-CL-G Mamhar AMC! lcfh(1R/1.1R)• dSt1 Sfax/ Cnrto Charkc (Cnntinhiorl) C Member Shane C MaxLoc[R] hear Pnc/om[Ib[ Pnt/om flbl Mnw/... inzzL.. Cb Eon 81 12 .082 0 .009 9.678 v 334646.42 479041.916 1208.... 2456.... 1 , H1-lb 82 13 .123 0 .014 0 334646.42 479041.916 1208.... 2458....2.242 H1-lb , 83 14 .014 0 .002 0 z 33464642 479041.916 1208.... 2458.... 1.36 H1-lb 84 15 .127 0 .016 0 v 334646 42 479041.916 1208.. 2458...,2,201 H1-lb 85 16 312 0 .039 0 v 334646 42 479041.916 1208...._2458...,2.261 H1-lb 86 17 .054 0 .007 0 v 334646.42 479041 916 1208.... 2458...2.192 H1-lb 87 18 .112 0 .014 0 v 334646,42 479041.916 1208... 2458.... 2.201 Hi-lb 88 19 303 0 038 0 v 334646 42 479041.916 1208..,2458...2 263 H1-1 b 89 20 .039 0 .005 0 v 334646.42 479041.916 1208....,2458..,. 2.187 Hl-lb 90 21 199 0 .015 0 334646.42 479041.916 1208... 2458.,.2.201 H1-lb 91 22 .368 0 .039 0 v 334646.42 479041.916 1208.... 2458....3.262 H1-14 92 23 .126 0 .011 0 z 33464642 479041.916 _1208..,.2458.... 2.19 Hi-lb 93 1 M5 HSS16X8X6 .073 0 .000 0 v 304286,252 479041.916 1208,... 2458.... 1.001 H1-lb 94 2 212 0 .000 0 v 304286 252 479041.916 1208. 2458 .,.1_002 H1-lb 95 3 .266 0 .003 0 v 304286.252 479041 916 1208..,,-2458... 1.038 Hi-lb 96 4 .228 0 .002 0 v 304286.252 479041.916 1208.._2458... L],,QQ38 H1-11) 97 5 .220 0 .012 0 z 304286.252 479041.916 1208.... 2458.... M09 Ht-lb 98 6 190 0 003 0 v 304286.252 479041.916 1208.... 2458.... 1.068 Ht-lb 99 7 .141 0 .003 0 v 304286.252 479041.916 1208.... 2458.... 1.082 Hl-lb 100 8 129 0 .015 0 z 304286.252 479041.916 1208....2458.... 1.02 Hi-lb 101 9 .157 0 .003 0 v 304286.252 479041.916 1208.... 2458.... 1.083 H1-lb 102 10 .108 0 .003 0 v 304286.252 479041.916 1208,.,. 2458.... 1.109 Hi-lb 103 11 .031 0 .003 0 v 304286.252 479041.916 1208.... 2458.... 1.431 Hl-lb 104 12 .055 0 I. 0 v 304286252 479041.916 1208,... 2458... 1.187 Hi-lb 105 13 .096 0 .015 0 z 304286.252 479041.916 1208 2458.... 1.029 Hl-lb 106 14 050 0 .015 0 z 304286252 479041.916 1208.... 2458.... 1092 H1-lb 107 15 .142 0 .007 0 v 304286.252 479041.916 1208.... 2458,...,1.202 H1-lb 108 16 229 0 .005 0 v 304286.252 479041.916 1208..,, _458._. 1.087 1-11-lb , 10• 17 I• 0 .007 0 v 304286.252 479041.916 1208.... 2458.... 1 341 Ht-lb 110 18 .075 10.44 .006 0 v 304286 252 479041.916 1208.... 2458.. 1.404 H1-lb 111 19 .178 10.44 .005 0 v 304286.252 479041 916 1208.. 458.. 1.098 Hi-lb 112 91 r I Ir. I r' :. 25 ' • • 08. • • 2344 H1-lb 113 21 .224 0 .079 0 304286.252 479041.916 1208.... 458.,, 1001 H1-lb 114 22 .291 0 .060 0 304286.252 479041.916 1208.... 2458....1.002 Hl-lb 115 23 .174 0 .079 0 304286.252 479041.916 1208.... 2458.... 1 H1-lb 116 1 M6 HSS16X8X6 .070 0 .009 0 334646.42 479041.916 1208.... 2458....2.227 Hl-lb 117 2 204 0 .026 0 334646.42 479041.916 1208.... 2458....2.275 H1-lb 118 3 235 0 .029 0 334646.42 479041 916 1208..,. 2458....2255 Hl-lb 119 4 .202 0 .027 0 334646.42 479041.916 1208.... 2458....2.336 H1-lb 120 5 195 0 024 0 334646 42 479041 916 1208 458 73 H1-lb 121 6 .156 0 .019 0 334646,42 479041.916 1208.... 2458. 22 Hi-lb 122 7 .112 0 .016 0 33464647 479041.916 1208.... 458,.. 2.405 Hi-lb 123 8 .102 0 .011 0 334646.42 479041.916 1208.... 2458....2.242 H1-lb 124 9 125 0 015 0 33464642 479041,916 1208... . 458...2216 H1-lb 125 10 .080 0 .012 0 334646,42 479041.916 1208.... 2458....0.478 H1-lb 126 11 .009 0 .002 4.527 334646.42 479041.916 1208.... 2458.... 1 H1-lb 127 12 .034 0 004 9,678 334646.42 479041.916 1208.... 2458.... 1 H1-lb 128 13 .071 0 .007 0 334646 42 479041 916 1208.... 2458...+247 HI-lb 129 14 .034 0 .003 0 334646.42 479041.916 1208.... 2458....0.154 Hi-lb 130 15 I:• I .1 479041916 1208... 458,.. +.228 H1-lb 131 16 .180 0 .023 0 334646.42 479041,91. 08 . 2458....+.268 Hi-lb 132 17 .037 0 .005 0 334646.42 479041.916 120: .. • . + 22 H1-lb 133 18 .074 0 .009 0 334646.4 47•14 • • •: 458..+.227 H1-lb 134 19 .174 0 .022 0 334646.42 479041.916 1208.... 458....+.269 H1-lb 135 20 027 • is . 4.-. • 4 •141.•1. a:.... _• I .f 19 H1-lb 1 • 1 159 0 .011 0 334646 42 479 t•1.• • 08.. 458...'.227 H1-1 b 137 122 .238 0 .023 0 334646.42 479041.916 1208.... 2458....+.269 Hi-lb 138 23 .111 0 .011 0 3346464 47•1 08.... 458....0.221 H1-lb 139 1 M10 HSS7X5X3 064 11.25 .005 0 55707.164 119161.677 190 469 285.03 1 Hi-lb 140 2 5 .018 0 55707.164 119161.677 190.469 8503 1 . Hl-lb 141 3 (�'4I 11.25 .020 0 55707.164 119161.677 190469 285.03 1 H1-lb 142 • 1 I I 5707.164 119161.677 190.46' 285.03 1 Hl-lb 143 5 .207 11 02 .018 0 v 55707.164 119161.677 90.4691285.03 1 H1-lb 144 6 .121 11.25 .011 0 v 55707.164 119161.677 90.469 285.03 1 H1-16 145 7 .158 11,25 .015 0 v 55707,164 119161.677 90.469 285.03 1 H1-lb 146 8 101 0 791 -010 0 v 55707 164 119161 677 90.469 285.03 1 H1-lb 147 9 .103 11,25 .009 0 v 55707.164 119161.677 190.469 285.03 1 Hl-lb 148 10 .140 11.25 .013 0 55707.164 119161.677 90.469 285.03 1 H1-lb 149 11 .061 11.25 .004 0 v 55707.164 119161.677 190.469 285.03 1.136 Ht-lb 150 12 052 11.25 003 0 707164 119161,677 90.469 98503 1 H7-lb 151 13 072 10 791 .007 0 v 55707.164 119161.677 90,469 285.03 1 Hl-lb 152 14 .019 10.10 002 0 v 55707.164 119161.677 190.469 285,03 .169 Ht-lb 153 15 .083 11.25 .006 0 v 55707.164 119161.677 190.469,285.03 1 H1-lb 154 16 .160 11.25 .016 0 v 55707.164 119161677 190.469 285.03 1 H1-lb , 155 17 .057 11,25 .003 0 z 55707.164 119161.677 190.469 285.03 1 Hl-lb RISA-3D Version 17.0.4 [Z:1'I3484 R AS-SS1646-02-CL-G,Tigard,OR113484 Engineenngkld ft.deer Height113484 MODEL.r3d1 Page Ai Company : EEC May 26, ner : TJE 2,01 PM RlSA Deb Ngumber 13464 R Che k d By:O Model Name : ASSS1646-02-CL-G Mamhar amr 95thoR0.1R)• ASI) Stan! Cnt'a Charkc (Cnntinuarl) LC Member Shaoe UC M. Loclftl hear...LoclftL., Pnc/om 9bl PnUom flbl Mnvvh.,,M�nzzI.,, Cb Eon 158 _8 , 104 ,11 25 1006 0 ,v 55707,164 119161.677 160.469128503 1 Hi-lb 157 19 .209 11.25 .015 0 v 55707.164 119161,677 190.469 285.03 1 H1-lb 158 20 .060 1125, .004 0 z 55707.164 119161.677 190.469 285,03 1 H1-lb 159 21 .071 11.25 .006 0 v 55707.164 119161.677 190,469 285.03 1 H1-1b 160 22 185 11 25, 015 0 y 55707.164 119161.677 190469 28503 1 , Ht-lb 161 23 .027 11.25 ,002 0 v 55707.164 119161.677 190.469 285.03 1 , H1-lb 162 1 M11 HSS7X5X3 .064 11 25. 005 0 v 55707.164 119161,677 190.469 28503 1 H1-lb 163 2 .218 11,25 .018 0 v, 55707.164 119161.677 190.469 285.03 1 H1-lb 164 3 .205 11.25 .020 0 v 55707164 119161.677 190.469 28503 1 H1-lb 165 4 233 11 25 022 0 v 55707.164 . 119161.677 190469 285.03 1 H1-lb 166 5 .192 11,25 .016 0 v 55707.164 119161.677 190.469 285.03 1 H1-16 167 6 .121 11.25 .011 0 v 55707,164 119161.677 190.469 285.03 1 H1-lb 168 7 .158 11.25 .015 0 ,v 55707.164 119161,677 190,469 285.03 1 H1-lb 169 8 .081 ,11.25 .007 0 v 55707.164 119161.677 190.469 285.03 1 H1-lb , 170 9 .103 11.25 .009 0 , 55707.164 119161.677 190.469 285.03 1 H1-lb 171 10 .140 11 25 .013 0 v 55707.164 119161.677 .190.469 285.03 1 H1-lb 172 11 .061 11.25 .004 0 y 55707.164 , 119161,677 190.469 285.03 1.136 H1-1b 173 12 .052 11,25 .003 0 v 55707.164 119161,677 190.469 285.03 1 H1-1b 174 .13 051 11.25 .005 0 _v 55707164 119161 677 190.469 28503 1 H1-lb 175 14 .017 11 25 .001 22.5 v 55707.164 119161.677 190.469 285.03 1 H1-lb 176 15 083 11,25 .006 0 v 55707164 , 119161.677 190469,-285.03 1 H1-lb 177 16 .160 11.25 .016 0 v 55707.164 119161.677 .190469 285.03 1 H1-16 178 17 .057 11,25 .003 0 z 55707.164 119161.677 190,469 285.03, 1 H1-lb 179 18 .104 11.25 .006 0 v 55707.164 119161.677 190.469 285.03 1 H1-lb 180 19 .209 11 25 .015 0 v 55707.164 119161.677 190.469 285.03 1 H1-lb 181 20 .060 11.25 .004 0 ,� 55707.164 119161.677 190.469 285.03 1 H1-lb 182 21 .071 11.25 .006 0 v 55707.164 119161 677 190 46$$285 03 1 H1-16 183 22 .185 11,25 .015 0 v 55707.164 119161.677 190,464.28503 1 H1-lb 184 23 .028 11.48 .002 0 v, 55707.164 119161.677 190.469 285.03 1 H1-11) 185 1 M12 , HSS7X5X3 .085 11.25 .007 0 v 55707.164 119161.677 190.469 285.03 1 . H1-lb 186 2 .454 11.25 .038 0 v 55707,164 119161.677 190.469 285.03 1 H1-lb 187 3 .465 11.25 .041 0 v 55707.164 119161.677 190.469 285.03 1 H1-lb 188 4 .525 11.25 .047 0 y 55707.164 119161.677 190.469 285.03 1 Hi-lb 189 5 .429 11.02 .038 0 v 55707.164 119161.677 190.469 285.03 1 H1-lb 190 6 .223 11.25 .021 0 ,v 55707.164 119161,677 190.469 285.03 1 H1-lb 191 7 ,303 11.25 .030 0 v 55707.164 119161.677 190,469 285.03 1 H1-lb 192 8 174 10.791 .017 0 v 55707.164 119161.677 190.469 285.03 1 H1-lb 193 9 _ 180 11.25 .018 0 v 55707,164 119161.677 190 469_285 03 1 Hi-lb 194 10 260 11 25 026 0 y 55707.164 119161 677 190.469 285.03 1 H1-lb 195 11 .118 11,25 .011 22.5 v 55707.164 119161.677 190.469 285.03 1,136 H1-lb 196 12 .036 11.25 .003 0 v 55707.164 119161.677 190.469 285.03 1 H1-lb 197 13 131 10561 .014 , 0 v 55707.164 119161 677 190.469 285.03 1 H1-1b 198 ,14 070 10.= .007 0 v 55707,164 119161 ; 190.469 285.03 1.146 H1-lb 199 15 .112 11 .009 0 v 55707.164 119161.677 190.469 285,03 1 H1-lb 200 16 337 11.25 .031 0 v 55707.164 119161.677 190.469 285.03 1 H1-lb 201 17 .074 11.25 .004 0 z 55707164 119161.677 190.469 285.03 1 H1-lb 202 18 .139 11.25 .007 0 y 55707.164 119161.677 190.469 285.03 1 H1-lb 203 19 .402 11.25 .030 0 v 55707.164 119161.677 190.469 285,03 1 H1-113 204 20 .077 11.25 .006 0 z 55707.164 119161.677 190.469 285 03 1 H1-lb 205 21 .096 11.25 008 0 v 55707.164 119161.677 190.469 285.03 1 H1-lb 206 ,22 370 11.25 .031 0 y 55707.164 119161.677 190.469 285.03 1 H1-lb 207 23 .033 11.25 .003 0 v 55707.164 119161.677 190.469 285.03 1 H1-lb 208 1 M13 HSS7X5X3 .085 11 25 .007 , 0 y 55707 164 , 119161 677 190 469,-285 03 1 H1-1b 209 2 .454 11 25 038 0 v 55707.164 119161.677 190.469 285,03 1 H1-lb 210 3 465 11 25 041 , 0 y 55707.164 119161 677 190.469 265.03 1 H1-lb 211 4 .525 11.25 .047 0 v 55707.164 119161.677 190.469 285.03 1 H1-lb 212 5 .393 1]25 034 0 v 55707,164 119161 677 190.469 285.03 1 H1-16 21 23�1 25 .021 0 v 55707.164 119161.677 190.469 285.03 1 H1-lb 214 7 .303 11.25 .030 0 v 55707.164 119161,677 190469 285.03. 1 H1-lb , 215 8 126 11.25 .012 0 v 55707.164 119161.677 190 461285.03 1 H1-lb 216 , 9 180 1125 .018 0 v 55707.164 119161.677 190.469.285.03 1 H1-lb 217 10 .260 11,25 .026 0 v 55707.164 119161.677 190.469 285.03 1 H1-16 , 218 11 .118 11 25 . 011 22.5 v 55707.164 119161.677 190.469.285.03 1.130 H1-lb 219 12 .036 1115 .003 0 v 55707.164 119161.677 190.469 285.03 1 H1-1b 220 13 .083 11.25 .008 0 v 55707.164 , 119161.677 190.469,28503 1 H1-lb 221 14 015 11.25 001 0 v 55707 164 119161.677 190.469 285.03 1.133 H1-lb 222 15 , .112 11.25 .009 0 v 55707.164 119161.677 190.469 285.03 1 , H1-lb 223 ,16 .337 11 25, 031 0 v 55707.164 119161.677 190.469 285.03 1 H1-lb 224 17 .074 11.25 .004 0 z 55707.164 119161 677 190,469 285.03 1 H1-lb 225 18 .139 11.25 .007 0 v 55707 164 119161.677 190.469 285.03 1 H1-lb 226 19 .402 11.25 .030 0 v 55707.164 119161.677 190 469 285.03 1 H1-lb 227 20 .077 11.25 .006 0 z 55707.164 119161.677 190.469 28503 1 H1-lb 228 .21 .096 11 25 .008 0 ,y 55707.164 119161.677 190.469 285.03 1 H1-lb 229 22 .370 11.25 .031 , 0 v 55707.164 119161.677 190.469 285.03 1 H1-lb 230 23 .034 11.48 .003 0 y 55707.164 119161.677 190.469 285.03 1 Hl-lb RISA-3D Version 17.0.4 [2:113484 R AS- SS1646-02-CL-G,Tigard,OR113484 Engineering\10 it.dear Height\134 4 MODELAd] Page 62 Company : EEC May 26,2020 'I RISA Job N Designerumber : T134JE84 R 2:01 PM K a Checked By: Model Name : ASSS1646-02-CL-G Mamhar d/SC 15fh(3Rn_1R)- AA') Cool Cnda Charkc (Cnnfinuad) LC Member Shave UC Max,Loc[ftl Shear.,.Loc[ft] ... PnGom jib] Pnt/om pbj MnyvL„Mnzzl,.. Cb Eon 231 1 M14 HSS7X5X3 .085 11.25 .007 0 v 55707,164 119161.677 190.469 285,03 1 H1-lb 232 2 454 11.25, .038 0 v 55707.164 119161.677 190 469 285.03 1 . H1-lb 233 3 .514 11 25 .046 0 v, 55707.164 119161,677 .190,469.285.03 1 H1-lb 234 4 .404 11.25 .035 0 v 55707.164 119161 677 ,190.469_285.03 1 , Hi-lb 235 5 428 11 02 .038 0 v 55707 164 , 119161 677 190.469 285.03 1 H1-lb 236 6 .288 11.25 .028 0 v 55707. 64 19161 677 190,469 285.03 1 H1-lb 237 7 .142 11.25 .013 0 v 55707.'64 '19161677 190 469 285,03 1 H1-lb 238 8 .174 10 791 .017 0 ,v 55707.164 119161.677 190.469 285.03 1 H1-lb 239 9 .245 11.25 .025 0 v 55707.164 119161.677 190.469 285.03 1 H1-lb 240 10 099 11.25 ,009 0 _v 55707.164 119161.677 190.469 285.03 1 H1-lb 241 11 .068 11.25 .006 0 v 55707,164 119161.677 190.469 285.03 1.136 H1-lb 242 12, .173 11.25 ,017 0 y 55707,164 119161.677 190,469 285.03 1.136 H1-lb 243 13 .131 10.561 .014 0 v 55707.164 119161.677 190.469 285.03 1 Hi-tb 244 14 070 10.332 .007 0 v 55707164 119161 677 190469 985.03 1 146 H1-lb 245 15 .112 11.25 .009 0 v 55707.164 119161.677 190.469 285.03 1 H1-lb 246 16 , .337 ,11.25 031 0 v 55707.164 119161.677 190469 26 .03 1 H7-lb , 247 17 .074 11.25 .004 0 z, 55707.164 119161.677 190.469 285.03 1 H1-16 248 18 139 1125 .007 , 0 v, 55707.164 119161677 190 461 285 03 1 H1-lb 249 19 402 11.25 030 0 v 55707.164 119161.677 190.46. 285.03 1 H1-lb 250 20 .077 5 006 0 z, 55707.164 , 119161 677 190469_285.03 1 Hl-lb 251 ,21 .096 11 25 .008 0 v 55707,164 119161.677 190.469 285.03 1 Hi-lb 252 22 .369 11.25 .031 , 0 v 55707.164 119161.677 190.469 285.03 1 Hl-1b 253 23 .033 11.25 .003 0 v 55707.164 119161.677 190.469 285.03 1 H1-lb 2,54 . 1 M15 H557X5X3 .085 11,25 ,007 0 _v 55707.164 119161.677 190.469 285.03 1 HI-lb 255 2 .454 11.25 .038 0 v 55707.164 119161.677 190.469 285.03 1 H1-lb 256 3 514 11.25 .046 0 v 55707,164 119161.677 190.469 285.03 1 H1-lb 257 4 .404 11.25 .035 0 v 55707,164 119161.677 190.469 285.03 1 Hi-lb 258 5 .392 11.25 .034 0 y 55707.164 119161.677 190.469 285.03 1 Ht-lb 259 6 .288 11.25 .028 0 v 55707 164 119161.677 190.469 285.03 1 Hi-lb 260 7 , .142 11.25 .013 0 v 55707.164 119161.677 190.469 285.03 1 H1-lb 261 , 8 .126 11.25 .012 0 v 55707.164 119161.677 190.469,285.03 1 H1-lb 262 9 _245 11.25 .025 0 y 55707164 119161.677 190.469_285.03 1 H1-lb 263 10 .099 11.25 .009 0 v 55707.164 119161.677 190.469 285,03 1 H1-lb 264 11 .068 11.25, .006 0 v 55707.164 119161.677 190.469,285.031.136 Hl-lb 265 12 , .173 11.25 .017 0 v 55707.164 119161.677 190.469 285.03 1.136 H1-lb 266 13 .083 1125 .008 0 v 55707.164 119161 677 190.469 285.03 1 H1-lb 267 14 .015 11 25 001 0 ,v, 55707,164 119161.677 190.469 285.03 1.133 Hi-lb 268 15 .112 11.25 .009 0 v 55707.164 119161,677 190 469 285 03 1 H1-1 b 269 16 .337 11.25 .031 0 v 55707.164 119161.677 190.469 285.03 1 Hi-lb 270 ,17 .074 11.25 .004 0 z 55707.164 119161.677 190 469 285 03, 1 HI-lb 271 18 .139 11.25 .007 0 v 55707.164 119161.677 190.469 285.03 1 H1-lb 272 19 .402 11.25 030 0 y. 55797.164 119161.677 190 469 285 03 1 , H1-lb 273 20 .077 .11.25. .006 0 z 55707.164 119161.677 190.469 285.03 1 H1-lb 274 21 .096 ,11.25 008 0 y 55707.164 119161.677 190.469 285.03 1 H1-lb 275 22 369 11.25 .031 0 v 55707.164 119161.677 190.469 285.03 1 Ht-lb 276 23 .034 11.48 .003 0 v 55707.164 119161.677 190,469 285.03 1 H1-lb 277 1 M16 HSS7X5X3 .064 11.25 .005 0 v 55707.164 119161.677 190.469 285.03 1 H1-lb 278 2 .223 11.25 .019 0 v 55707.164 119161.677 190469.285.03 1 Ht-lb 279 3 235 .1125 .022 0 v 55707.164 119161.677 190.469 285.03 1 H1-lb 280 4 185 1125 .017 0 v 55707.164 119161.677 190 469 285.03 1 H1-lb 281 5 .212 ,11.02 .019 , 0 v 55707.164 119161.677 190.469 285.03 1 H1-lb 282 6 152 11 25 ,015 , 0 .y 55707.164 119161.677 190 469 285.03, 1 H1-lb 283 7 .084_ .11.25 .008 0 v 55707.164 119161.677 190469 285.03 1 H1-lb 284 8 .102 10.791 010 0 v 55707.164 119161.677 .190.469 285.03 1 . Hl-lb 265 9 134 1125 .012 225 v 55707164 119161677 190,469,285.03 1 Hl-lb 286 10 .067 11.25 .005 22.5 v 55707.164 119161.667�77 1190�469-285.03, 1 H1-lb 267 11 .049 11.25 .003 . 0 z 55707.164 119161.677 190.469_285.031.136 H1-16 288 12 .100 ,11.25 .007 0 v 55707.164 119161.677 190.469 285.03 1.136 H1-lb , 289 13 .073 ,10.561 .007 0 v 55707.164 119161.677 190.469 285.03 1 H1-lb 290 14 021 10102 .002 0 v 55707.164 119161.677 190469.285_031.166 H1-lb 291 15 .084 11.25 .006 0 v 55707.164 119161.677 190.469 285.03 1 H1-16 292 16 .165 11.25 016 0 ,y 55707.164 119161677 190 285.03 1 Hl-lb 293 17 .057 1125 .003 0 z 55707.164 119161677 190 469 r 1 Hl-lb 294 18 104 11.25 006 0 v 55707 164 119161.677 190.469 28503 1 H1-lb 295 19 .213 4125 .015 , 0 ,v 55707.164 119161.677 190.469 285.03 1 H1-lb 296 20 �.060 11.25 .004 0 z 55707 164 119161677 190 469 285.03 1 Hl-lb 297 21 .072 11.25 .006 0 v 55707.164 119161.677 190.469 285.03 1 H1-lb 298 22 .189 11.25 016 , 0 y 55707.164 119161.677 190.469 285.03 1 HI-lb 299 23 .028 11.25 .002 0 v 55707.164 119161.677 190.469 285.03 1 H1-lb 300 1 M1;' HSS7X5X3 .064 11 25 .005 0 y 55707.164 119161.677 190.469 285.03 1 H1-lb 301 2 .223 11.25 .019 0 v 55707.164 119161.677 190.469 285.03 1 H1-lb 302 3 .235 11.25 .022 0 y 55707.164 119161,677 190,469 285.03 1 H1-lb 303 4 185 11.25 .017 0 v 55707.164 119161-677 190.469 285.03 1 H1-lb 304 5 .196 11,25. 017 0 v 55707,164 119161.677 190.469 285.03 1 H1-lb 305 6 .152 11.25 .015 0 v 55707.164 119161.677 190.469 285.03 1 H1-lb RISA-30 Version 17.0.4 [Z:\13484 R AS-SS1646-02-CL-G,Tigard,OR113484 Engineering110 ft.Clear Height 13484 MGDEL.r5d1 Page A3 sa Company : EEC May 26,2020 knE, R T 2:01 PM �S Job'Number 13484 R Checked By: Model Name : AS-SS1646-02-CL-G Mamhar AMC: 15th(3Rfl4 R)• d Cn Ctppl Cnrlp Chprkc (Cnntinuorl) LC Member Shave UC Max Locfft].Shear...Locfftl,.. Pnc/om Fibl Pnt/omfib] Mnvv1...Mnzz/... Cb Eon 306 7 .084 1125 008 0 y 55707164 119161.677 190469 28503, H1-lb 307 8 .081 11.25 ,007 0 v 55707.164 119161.677 190.469 285.03 H1-lb 308 9 .134 11.25 .012 0 y 55707.164 119161.677 190,469 285.03 H1-lb 309 10 .067 11.25 .005 0 v 55707.164 119161.677 190469 285.03 H1-16 310 11 049 1125 003 0 z 55707164 119161.677 190469,285 03 1 36 H1-16 311 12 .100 11.25 .007 0 v 55707.164 119161.677 190.469,285.03 1. 36 H1-16 312 13 .052 11.25 .005 0 v 55707.164 119161.677 190.469 285.03 H1-lb 313 ,14 .017 11.25 .001 22.5 v 55707.164 119161.677 190.469 285.03 H1-lb 314 ,15 .084 1125 _ .006 0 v 55707.164 119161 677 190 469 285.03 H1-16 315 16 , .165 11.25 .016 0 v 55707164 119161.677 190.469 285.03, H1-lb 316 17 .057 11 25 .003 , 0 ,z 55707.164 119161.677 190.469 285 03 H1-lb 317 18 .104 11.25 .006 0 v 55707.164 119161.677 190.469.,285.03 H1-lb 318 19 .213 11.25 .015 0 y 55707.164 119161.677 190.469 285.03 H1-16 319 ,20 .060 11.25 .004 0 z 55707.164 119161.677 190.469 285.03 H1-lb 320 21 .072 11.25 .006 0 y 55707.164 119161.677 190.469 285.03 H1-lb 321 22 189 11 25 .016 , 0 ,v 55707.164 119161.677 190.469 285.03 H1-lb 322 23 0,28 11.48 002 0 y 55707.164 119161.677 190 469_285.03 H1-lb RISA-3D Version 17.0.4 (Z:\13484 R AS-SS1646-02-CL-G,Tigard,OR113484 Engineering110 ft.Clear Height\13484 MODEL.r3d] Page 84 CENTER FRAME Sheet 85 of Foundation Design 13484 R TJE 04/27/20 input--» P 1700 HORZ FORCE (lb) 1 REV. TJE 5/26/20 input--» h 55.294 hgt above ground (ft) 94000 #-FT = MOM input--» B 3.5 DIA OF CONCRETE (ft) input--» pp 250 allowable passive pressure (psf/ft) input--» Soil Weight 80 pcf Embedment DEPTH with restraint AT groundline d 7.700 Depth (ft) 7.700 = Min. Calc. Depth S3 1925 Lateral Pressure (DEPTH*pp) Min. = 7.70 Depth (ft) = SQRT[(4.25*P*h)/(S3*B)] Foundation design Calc's Restraint at groundline input--» restraint? y Y<>N (YES or NO) input--» DEPTH used 8 (ft.) ok > min. input--» (R or S)? r R<>S (Round or Square)PIER 11545 fgt wgt Round Pier input--» V(dl+ll) 10750 (lbs.) Vertical Force R(tl+fgt)= 22295 R(tl+fgt-soil)= 16138 R/(B*B*Tr/4)= 1677 PSF < 2500 PSF input--» V((0.6)dl-wl) -850 ok [(0.6)DL+WL < 0.6*(ftg. wt.)] CENTER FRAME Sheet 86 of Foundation Design 13484 R TJ E 04/27/20 input--» P 1700 HORZ FORCE (lb) 1 REV. TJE 5/26/20 input--» h 55.294 hgt above ground (ft) 94000 #-FT = MOM input--» B 3.5 DIA OF CONCRETE (ft) input--» pp 250 allowable passive pressure (psf/ft) input--» Soil Weight 80 pcf Embedment DEPTH with restraint AT groundline d 7.700 Depth (ft) 7.700 = Min. Calc. Depth S3 1925 Lateral Pressure (DEPTH*pp) Min. = 7.70 Depth (ft) = SQRT[(4.25*P*h)/(S3*B)] Foundation design Calc's Restraint at groundline input--» restraint? y Y<>N (YES or NO) input--» DEPTH used 8 (ft.) ok > min. input--» (R or S)? r R<>S (Round or Square)PIER 11545 fgt wgt Round Pier input--» V(dl+ll) 12000 (lbs.) Vertical Force R(tl+fgt)= 23545 R(tl+fgt-soil)= 17388 R/(B*B*Tr/4)= 1807 PSF < 3325 PSF input--» V((0.6)dl-wl) -850 ok [(0.6)DL+WL < 0.6*(ftg. wt.)] END FRAMES Sheet 87 of Foundation Design 13484 R TJE 04/27/20 input--» P 1380 HORZ FORCE (lb) 1 REV. TJE 5/26/20 input--» h 37.754 hgt above ground (ft) 52100 #-FT = MOM input--» B 3.5 DIA OF CONCRETE (ft) input--» pp 250 allowable passive pressure (psf/ft) input--» Soil Weight 80 pcf Embedment DEPTH with restraint AT groundline d 6.325 Depth (ft) 6.325 = Min. Calc. Depth S3 1581 Lateral Pressure (DEPTH*pp) Min. = 6.33 Depth (ft) = SQRT[(4.25*P*h)/(33*B)] Foundation design Calc's Restraint at groundline input--» restraint? y Y<>N (YES or NO) input--» DEPTH used 6.5 (ft.) ok > min. input--» (R or S)? r R<>S (Round or Square)PIER 9381 fgt wgt Round Pier input--» V(dl+ll) 6310 (lbs.) Vertical Force R(tl+fgt)= 15691 R(tl+fgt-soil)= 10688 R/(B*B*rr/4)= 1111 PSF < 2500 PSF input--» V((0.6)dl-wl) -40 ok [(0.6)DL+WL < 0.6*(ftg. wt.)] END FRAMES Sheet 88 of Foundation Design 13484 R TJ E 04/27/20 input--» P 1380 HORZ FORCE (lb) 1 REV. TJE 5/26/20 input--» h 37.754 hgt above ground (ft) 52100 #-FT = MOM input--» B 3.5 DIA OF CONCRETE (ft) input--» pp 250 allowable passive pressure (psf/ft) input--» Soil Weight 80 pcf Embedment DEPTH with restraint AT groundline d 6.325 Depth (ft) 6.325 = Min. Calc. Depth S3 1581 Lateral Pressure (DEPTH*pp) Min. = 6.33 Depth (ft) = SQRT[(4.25*P*h)/(S3*B)] Foundation design Calc's Restraint at groundline input--» restraint? y Y<>N (YES or NO) input—» DEPTH used 6.5 (ft.) ok > min. input--» (R or S)? r R<>S (Round or Square)PIER 9381 fgt wgt Round Pier input--» V(dl+II) 6950 (lbs.) Vertical Force R(tl+fgt)= 16331 R(tl+fgt-soil)= 11328 R/(B*B*Tr/4)= 1177 PSF < 3325 PSF input--» V((0.6)dl-wl) -40 ok [(0.6)DL+WL < 0.6*(ftg. wt.)] Sheet 89 of 13484 SIMPSON Anchor Designer TM Company: EEC Date: 5/26/2020 Engineer: Thomas J.Ellaysky Page: 1/6 t" Software Project: 13484 R T., .4 Version 2.9.7376.15 Address: 710 French St,Peshtigo,WI Phone: 715-582-4501 E-mail: tje@eecltd.com 1.Proiect information Customer company:RCP Shelters Project description: Customer contact name: Location:Center Frame(N8 LC38) Customer e-mail: Fastening description: Comment: 2.Input Data&Anchor Parameters General Base Material Design method:ACI 318-14 Concrete:Normal-weight Units:Imperial units Concrete thickness,h(inch):89.50 State:Cracked Anchor Information: Compressive strength,f.(psi):4500 Anchor type:Cast-in-place l ,v: 1.0 Material:AB Reinforcement condition:A tension,B shear Diameter(inch): 1.000 Supplemental reinforcement:Not applicable Effective Embedment depth, he(inch):30.000 Reinforcement provided at corners: No Anchor category:- Ignore concrete breakout in tension:Yes Anchor ductility:Yes Ignore concrete breakout in shear:No hmm(inch):32.63 Ignore Edo requirement:No C.(inch):6.00 Build-up grout pad:Yes Smin(inch):6.00 Base Plate Length x Width x Thickness(inch): 17.00 x 25.00 x 1.50 Yield stress:50000 psi Profile type/size: HSS16X8X3/8 Recommended Anchor Anchor Name: PAB Pre-Assembled Anchor Bolt-PABB(1'0) 11111111111111110 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com Sheet 90 of 13484 SIMPSON Anchor Designer TM Company: EEC Date: 5/26/2020 Engineer: Thomas J. Ellaysky Page: 2/6 Strong-TieSoftware Strong Project: 13484 R Version 2.9.7376.15 Address: 710 French St,Peshtigo,WI Phone: 715-582-4501 E-mail: tje@eecltd.com Load and Geometry Load factor source:ACI 318 Section 5.3 Load combination:not set Seismic design: No Anchors subjected to sustained tension:Not applicable Apply entire shear load at front row:No Anchors only resisting wind and/or seismic loads: No Strength level loads: N.[lb]:-19148 Vex[lb]:0 V.Y[lb]:873 M.[ft-lb]:-146398 Muy[ft-Ib]: 0 M.[ft-lb]: 0 <Figure 1> 19148 lb - «} ace a� ys. q w A ' 1441 lyS 873 lb �[ a 0 lb Oft-Ib 146398 ft-lb 4 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com Sheet 91 of 13484 SIMPSON Anchor DesignerTM Company: EEC Date: 5/26/2020 Engineer: Thomas J.Ellaysky Page: 3/6 Strong-TieSoftware Strong Project: 13484 R Version 2.9.7376.15 Address: 710 French St,Peshtigo,WI Phone: 715-582-4501 E-mail: tje@eecltd.com <Figure 2> ry, '1' ti ti r1 8.11 8.11 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com Sheet 92 of 13484 SIMPSON Anchor Designer TM Company: EEC Date: 5/26/2020 Engineer: Thomas J.Ellaysky Page: 4/6 Strong-Tie Software Project: 13484 R Version 2.9.7376.15 Address: 710 French St,Peshtigo,WI Phone: 715-582-4501 E-mail: tje@eecltd.com 3.Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear loadr�' combined, N.(Ib) V.(Ib) Vuay(Ib) �(Vuax)2+(Vuay)'(Ib) 1 22205.4 0.0 109.1 109.1 2 8143.7 0.0 109.1 109.1 3 0.0 0.0 109.1 109.1 4 0.0 0.0 109.1 109.1 5 0.0 0.0 109.1 109.1 6 8143.7 0.0 109.1 109.1 7 22205.4 0.0 109.1 109.1 8 22205.4 0.0 109.1 109.1 Sum 82903.6 0.0 873.0 873.0 Maximum concrete compression strain(%o):0.43 <Figure 3> Maximum concrete compression stress(psi): 1870 Resultant tension force(Pb):0 1 2 3 Resultant compression force(Ib): 102050 Eccentricity of resultant tension forces in x-axis,e'N.(inch):0.00 Eccentricity of resultant tension forces in y-axis,e'Ny(inch):0.00 y Eccentricity of resultant shear forces in x-axis,e'v.(inch):0.00 , a 4 Eccentricity of resultant shear forces in y-axis,e'vy(inch):0.00 X 7 6 5 4.Steel Strenath of Anchor in Tension(Sec.17.4.11 Nsu(Pb) 0 0Nsa(Ib) 35150 0.75 26363 6. Pullout Strength of Anchor in Tension(Sec.17.4.31 Man=0'7c,PNp=04's,P8Abrgra(Sec. 17.3.1,Eq.17.4.3.1 & 17.4.3.4) V<P Anre(in2) f o(psi) 0 q$NPn(Pb) 1.0 5.15 4500 0.70 129881 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com Sheet 93 of 13484 SIMPSON Anchor Designer TM Company: EEC Date: 5/26/2020 Software Engineer: Thomas J.Ellaysky Page: 5/6 Strong-Tie Project: 13484 R Version 2.9.7376.15 Address: 710 French St,Peshtigo,WI Phone: 715-582-4501 E-mail: tje@eecltd.com 7.Side-Face Blowout Strenath of Anchor in Tension(Sec.17.4.4) gNssg=Q((1+cat/cal)/4}(1+8/6ca1)Nso=4((1+cat/cat)/4}(1+s/6c0)(160cer'JA&g).l'f c(Sec. 17.3.1,Eq. 17.4.4.1 &17.4.4.2) s(in) cat(in) ca2(in) A&g(in2) As Pc(psi) 0 Ohistig(Ib) 13.00 8.11 12.11 5.15 1.00 4500 0.75 117061 8.Steel Strength of Anchor in Shear(Sec.17.5.1) Vs.(Ib) Ogod 0 Ogro„ttbVso(lb) 21090 0.8 0.65 10967 9.Concrete Breakout Strenath of Anchor in Shear(Sec.17.5.2) Shear perpendicular to edge in y-direction: Vby=min17(/e/da)02Jd..1.V f cca11 5;9A'if ccatt51(Eq. 17.5.2.2a&Eq. 17.5.2.2b) le(in) da(in) A. Pc(psi) cat(in) Vny(Ib) 8.00 1.000 1.00 4500 29.11 94823 ¢Vicegy=0(Avc/Aveo)v'ec,v v'ed,vWc,v v'n,vVny(Sec. 17.3.1 &Eq. 17.5.2.1 b) Aso(in2) Avco(in2) Pec,v v'ed,v v'c.v `Pn,v Vay(lb) 0 #Vmgy(lb) 1625.21 3813.26 1.000 0.783 1.000 1.000 94823 0.70 22156 Shear parallel to edge in y-direction: Vn.=min)7(/o/do)02Jdola-lf'cc.11.5;92allfcc./1.5I(Eq. 17.5.2.2a&Eq. 17.5.2.2b) I.(in) de(in) As Pc(psi) cot(in) Vim(lb) 8.00 1.000 1.00 4500 12.11 25443 OVicegy=95(2)(Avc/Avco)Y'ec,sPed,vSr's.s nsVbx(Sec. 17.3.1, 17.5.2.1(c)&Eq. 17.5.2.1b) Ass(in2) Avco(in2) Wec,v v'ed,v v'c,v v'n,v Vnx(Pb) d 0Vcngy(lb) 676.10 659.93 1.000 1.000 1.000 1.000 25443 0.70 36493 10.Concrete Pryout Strength of Anchor in Shear(Sec.17.5.31 0V4g=OkcpNcng=gSkcp(ANc/ANco)Y'ec,Nved,Nv'c,N.cp,NNn(Sec. 17.3.1 &Eq. 17.5.3.lb) kcp AN (in2) AWN,(InZ) Y'ec,N Y'ed,N Ni,v'c,N Y'[p,N (Ib) 0 riVcpg(Ib) 2.0 1385.33 586.61 1.000 0.901 1.000 1.000 36931 0.70 110004 11.Results )nteraction of Tensile and Shear Forces(Sec.17.6.) Tension Factored Load,N.(Ib) Design Strength,oNe(Ib) Ratio Status Steel 22205 26363 0.84 Pass(Governs) Pullout 22205 129881 0.17 Pass Side-face blowout 66616 117061 0.57 Pass Shear Factored Load,V.(Ib) Design Strength,oVn(lb) Ratio Status Steel 109 10967 0.01 Pass T Concrete breakout y+ 873 22156 0.04 Pass(Governs) ii Concrete breakout x- 327 36493 0.01 Pass(Governs) Pryout 873 110004 0.01 Pass Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com Sheet 94 of 13484 SIMPSON Anchor Designer' Company: EEC Date: 5/26/2020 Engineer: Thomas J. Ellaysky Page: 6/6 Software Project: 13484 R Version 2.9.7376.15 Address: 710 French St, Peshtigo,WI Phone: 715-582-4501 E-mail: tje@eecltd.com Interaction check Nua/bN,, Combined Ratio Permissible Status Sec. 17.6..1 0.84 0.00 84.2% 1.0 Pass PAB8(1"0)with hef=30.000 inch meets the selected design criteria. Base Plate Thickness Required base plate thickness: 1.468 inch 12.Warnings -Concrete breakout strength in tension has not been evaluated against applied tension load(s)per designer option. Refer to ACI 318 Section 17.3.2.1 for conditions where calculations of the concrete breakout strength may not be required. -Designer must exercise own judgement to determine if this design is suitable. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com Sheet 95 of 13484 SIMPSON Anchor Designer TM Company: EEC Date: 5/26/2020 Engineer: Thomas J.Ellaysky Page: 1/6 Software Project: 13484 R Version 2.9.7376.15 Address: 710 French St,Peshtigo,WI Phone: 715-582-4501 E-mail: tje@eecltd.com 1.Proiect information Customer company: RCP Shelters Project description: Customer contact name: Location: End Frames(N15 LC38) Customer e-mail: Fastening description: Comment: 2.Input Data&Anchor Parameters General Base Material Design method:ACI 318-14 Concrete:Normal-weight Units: Imperial units Concrete thickness,h(inch):71.50 State:Cracked Anchor Information: Compressive strength,fe(psi):4500 Anchor type:Cast-in-place 4'c.v: 1.0 Material:AB Reinforcement condition:A tension,B shear Diameter(inch): 1.000 Supplemental reinforcement:Not applicable Effective Embedment depth,her(inch):24.000 Reinforcement provided at corners:No Anchor category:- Ignore concrete breakout in tension:Yes Anchor ductility:Yes Ignore concrete breakout in shear:No hmm(inch):26.63 Ignore 6do requirement:No Cmm(inch):6.00 Build-up grout pad:Yes See,(inch):6.00 Base Plate Length x Width x Thickness(inch): 17.00 x 25.00 x 1.50 Yield stress:50000 psi Profile typelsize:HSS16X8X3/8 Recommended Anchor Anchor Name: PAB Pre-Assembled Anchor Bolt-PABB(1"0) Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com Sheet 96 of 13484 R Date: 4/27/2020 SIMPSON Anchor DesignerTM Company: EEC Engineer: Strong-Tie Software Thomas13484R J. Ellaysky Page: 2/6 Poj : Version 2.9.7376.15 Address:ect 710 French St, Peshtigo,WI Phone: 715-582-4501 E-mail: tje(geecltd.com Load and Geometry Load factor source:ACI 318 Section 5.3 Load combination: not set Seismic design:No Anchors subjected to sustained tension:Not applicable Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads:No Strength level loads: N.[lb]:-10656 Vuax[lb]:0 Vuay[lb]:473 Mur[ft-lb]:-78509 Muy[ft-lb]:0 Muz[ft-lb]:0 <Figure 1> 10656 lb .441 a , 473 lb 0 ft-lb Y830Y h' Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.cam Sheet 97 of 13484 R SIMPSON Anchor Designer TM Company: EEC Date: 4/27/2020 Software Engineer: Thomas J.Ellaysky Page: 3/6 Strong-Tie Project: 13484 R g Version 2.9.7376.15 Address: 710 French St, Peshtigo,WI Phone: 715-582-4501 E-mail: tje@eecltd.com <Figure 2> ry 25.00 I F ,^' 3YY'1"+2 ti 8.11 8,11 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com Sheet 98 of 13484 R SIMPSON Anchor Designer TM Company: EEC Date: 4/27/2020 µ,�� Engineer: Thomas J.Ellaysky Page: 4/6 Software Project: 13484 R Version 2.9.7376.15 Address: 710 French St,Peshtigo,WI Phone: 715-582-4501 E-mail: tje@eecltd.com 3.Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, N.(Ib) V.(Ib) Vuay(Ib) .q(Vuas)2+(Vaay)2(Ib) 1 11858.9 0.0 59.1 59.1 2 4340.0 0.0 59.1 59.1 3 0.0 0.0 59.1 59.1 4 0.0 0.0 59.1 59.1 5 0.0 0.0 59.1 59.1 6 4340.0 0.0 59.1 59.1 7 11858.9 0.0 59.1 59.1 8 11858.9 0.0 59.1 59.1 Sum 44256.6 0.0 473.0 473.0 Maximum concrete compression strain(%o):0.23 <Figure 3> Maximum concrete compression stress(psi): 1003 Resultant tension force(Ib):0 1 2 3 Resultant compression force(Ib):54911 Eccentricity of resultant tension forces in x-axis,e'Nx(inch):0.00 Eccentricity of resultant tension forces in y-axis,e'Ny(inch):0.00 Y Eccentricity of resultant shear forces in x-axis,e'vx(inch):0.00 a 4 Eccentricity of resultant shear forces in y-axis,e'vy(inch):0.00 .ir X 7 6 ,- 5 4.Steel Strength of Anchor in Tension(Sec.17.4.1) Nsa(Ib) td ONsa(Ib) 35150 0.75 26363 6.Pullout Strength of Anchor in Tension(Sec. 17.4.3) ONp,=wc,PNp=(AYw8A,gFa(Sec. 17.3.1,Eq. 17.4.3.1 8, 17.4.3.4) ysc,p Ae s(in2) Ps(psi) 0 QNp,(Ib) 1.0 5.15 4500 0.70 129881 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com Sheet 99 of 13484 R SIMPSON Anchor Designer TM Company: EEC Date: 4/27/2020 Engineer: Thomas J. Ellaysky Page: 5/6 Software Project: 13484 R Version 2.9.7376.15 Address: 710 French St, Peshtigo,WI Phone: 715-582-4501 E-mail: tje@eecltd.com 7.Side-Face/� Blowout Strength of Anchor in Tension(Sec.17.4.4) yNsi,g=01(1+Ca2/caf)l4)(1+s/6ca1)N ,=Of(1+ca2/ca1)/4)(1+s/6ca,)(160ca,JAnr (Sec. 17.3.1,Eq. 17.4.4.1 &17.4.4.2) s(in) cal(in) cat(in) Abg(in2) 2. fc(psi) 0 0Nsb9(Ib) 13.00 8.11 12.11 5.15 1.00 4500 0.75 117061 8.Steel Strength of Anchor in Shear(Sec. 17.5.1) Vsa(Ib) 09rour +d Ogroui0Vsa(Ib) 21090 0.8 0.65 10967 9.Concrete Breakout Strength of Anchor in Shear(Sec.17.5.2) Shear perpendicular to edge in y-direction: Vey=minI7(1a/da)021idad01fcca115;97.a1ifcca115I(Eq. 17.5.2.2a&Eq.17.5.2.2b) J.(in) da(in) A. f°(psi) cal(in) Vay(Ib) 8.00 1.000 1.00 4500 29.11 94823 0Vcbgr=iti(Avc/Avm)Sec.v Wed,vY'c,v'PavVby(Sec. 17.3.1 &Eq. 17.5.2.1b) Avc(in2) Avc°(in2) Y'ec,v 'l'ed.v Y'cv V1,,v Vby(Ib) 0 d'Vcboy(Ib) 1625.21 3813.26 1.000 0.783 1.000 1.000 94823 0.70 22156 Shear parallel to edge in y-direction: Vbx=min17(1e/dar124da204fcca11'5; 9Aa'/fecal'5J(Eq. 17.5.2.2a&Eq. 17.5.2.2b) le(in) da(in) as r°(psi) cal(in) Vb=(Ib) 8.00 1.000 1.00 4500 12.11 25443 ¢Vc1,9y=0(2)(Avc/Avoo)WecvY'ed.V P V'Pn,Vbx(Sec. 17.3.1, 17.5.2.1(c)&Eq. 17.5.2.1b) Avc(in2) Atka(in2) +Yao,v Y'ed.v 'f'c.v `Ys.v Vbx(Ib) 0 0Vicegy(Ib) 676.10 659.93 1.000 1.000 1.000 1.000 25443 0.70 36493 10.Concrete Pryout Strength of Anchor in Shear(Sec.17.5.31 0)/cpg=OkcpNcbg=¢kop(ANc/ANcu)y'ecNY'ed,NY c.N 4'cp,NNb(Sec. 17.3.1 &Eq.17.5.3.1 b) kcp ANC(in2) ANw(in2) Y'a°,N Y'ed,N WcN 9op,N No(Ib) 0 bVcpg(Ib) 2.0 1385.33 586.61 1.000 0.901 1.000 1.000 34872 0.70 103871 11.Results Interaction of Tensile and Shear Forces(Sec.17.6.) Tension Factored Load,N.(Ib) Design Strength,siNn(Ib) Ratio Status Steel 11859 26363 0.45 Pass(Governs) Pullout 11859 129881 0.09 Pass Side-face blowout 35577 117061 0.30 Pass Shear Factored Load,V.(Ib) Design Strength,oVn(Ib) Ratio Status Steel 59 10967 0.01 Pass T Concrete breakout y+ 473 22156 0.02 Pass(Governs) II Concrete breakout x- 177 36493 0.00 Pass(Governs) Pryout 473 103871 0.00 Pass Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com Sheet 100 of 13484 R SIMPSON Anchor Designer TM Company: EEC Date: 4/27/2020 Engineer: Thomas J.Ellaysky Page: 6/6 Strong-Tie Project:Project: 13484 R Version 2.9.7376.15 Address: 710 French St,Peshtigo,WI Phone: 715-582-4501 E-mail: tje@eecltd.com Interaction check N„e/bN� V„a/tV Combined Ratio Permissible Status Sec. 17.6..1 0.45 0.00 45.0% 1.0 Pass PAB8(1"0)with hef=24.000 inch meets the selected design criteria. Base Plate Thickness Required base plate thickness: 1.101 inch 12.Warnings -Concrete breakout strength in tension has not been evaluated against applied tension load(s)per designer option.Refer to ACI 318 Section 17.3.2.1 for conditions where calculations of the concrete breakout strength may not be required. -Designer must exercise own judgement to determine if this design is suitable. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com Project Sheet 101 of FOUNDATION DESIGN Job No. 13484R Ckd. Init. TJE Cad Rev. 1 TJE 5-26-20 Date 4-27-20 @ CENTER FRAME 1U 1O" #3 HORIZONTAL TIES puma. 1 1/2"x17"x2'-1" @ 14" O.C. MAX. I i BASE PLATE EXCEPT AS NOTED. 74 c -i' 0 I rCOCO 1'P x 42"ASTM F1554 GRADE 36 \ THREADED ROD w/ 1/4"x 3"SQUARE "0 PLATE WASHER(w/ 1 1/16"0 HOLE O.C.)& \ / DOUBLE NUT. ALL TO BE HOT-DIPPED GALVANIZED. --a_ HSS 16x8xig COL. (12)-#7 VERTICAL REBARS PLAN (2)-#4 BARS ( CONTINUOUS 3/4 V Ci I CONCRETE GROUT(N.I.C.)+ a a a •- , 1 FLU \ �$S� • Op v_ \ v F1 n -F \ `�\ 1J LiLl I 4 8 I \ LEVELING NUTS(N.I.C.) \ p ILI a II II 11 I / „ in II it II [C II II II _ alII II I I vi a I-1 I-I 4 II II II Z Z I II III II I II II II o w II II II co 1= 1-I H F-F * II II II COLUMN BASE REACTIONS: -4 I I I III I 1 1 i I I SIN • } VDL+SL = 10,750# 1.1 71- \ 1 I I - 12,000# Y- — * (.\fVDL+3/4(SL+0.6'WL) — V0.6"DL+0.61WL UPLIFT=-850# 3" / / 42"! / CCMOT.DL+3/4(SL+0.6"WL)=94,000#-ft ELEVATION Project Sheet 102 of 102 FOUNDATION DESIGN Job No. 13484R Ckd. Init. TJE Cad Rev. 1 TJE 5-26-20 Date 4-27-20 @ END FRAMES 10-'o-" 1O" #3 HORIZONTAL TIES PIIIIIIIII 1 1/2"x17"x2'-1" @ 14"O.C. MAX. ,i I •• BASE PLATE EXCEPT AS NOTED. h r. „ l� im _ : \ ,,.... 1"0 x 42"ASTM F1554 GRADE 36 • ° \ THREADED ROD w/ 1/4"x 3"SQUARE • PLATE WASHER(w/ 1 1/16"0 HOLE O.C.)& \ / DOUBLE NUT. ALL TO BE HOT-DIPPED GALVANIZED. — HSS 16x84 COL. (12)-#7 VERTICAL REBARS PLAN (2)-#4 BARS ( CONTINUOUS 3/4 V J I CONCRETE GROUT(N.I.C.) 1 z \ g \ I �4 \ • ao \. \ \ I II II N\ 1--I u u LEVELING NUTS(N.I.C.) (\ ZI TI [x I II 4" 8" En I I III II II II a II I II rn a. t-I 4 14 I- 7 II II II Z I I I III I I I II II II w II II II in h i-1 H F-F � II II II COLUMN BASE REACTIONS: - I i i III i I II II II r01 V DL+SL==6,310# p_ p� ,0. \ � '�' II I vDL+3I4(SL+0.6`WL)= 6,950# - - N. M\ \ V0.6*DL+0.6`WL UPLIFT=-40# /3"/ HDL+0.7"E = 1,380# / 42"0 / /( DL+314(SL+0.8* ELEVATION MO.T. WL)=52,100#-ft