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Specifications OFFICE COPY �� -�� 360.635.6611 f'` RECEIVED 9 601 Main Street#400 WAY P �I I T 01 2 ! 'IV" Vancouver, WA 98660 ENGINEERING CITY OF TIGABU BUILDING DIVISION STRUCTURAL CALCULATIONS Sim Golf WA Square TI 10120 SW Washington Square Rd, Suite A07 Portland, OR 97223 e,-° Pi. °FFs e •.013 i O • N o/ 99��a R Nyq, Fp N FISG'. EXPIRES:12/31/2021 Prepared for: ORANGEWALL studios 240 N Broadway, Suite 308 Portland, OR 97227 April 12, 2021 21118 k. 611 Q 6010 Main Street#400 AY P I N T Vancouver, WA 98660 ENGINEERING DESIGN CRITERIA SECTION A NARRATIVE Waypoint Engineering was retained in limited capacity to perform the following work for this project including: • Structural analysis of tenant improvement vertical and lateral force systems. • Lateral analysis of braces resisting lateral movement in partial height partition walls. • Gravity analysis of Unistrut members supporting A/V equipment. REFERENCES • 2019 Oregon Structural Specialty Code (OSSC) • ASCE/SEI 7-16 American Society of Civil Engineers, ASCE Minimum Design Loads and Associated Criteria for Buildings and Other Structures (ASCE). SPECIAL LOAD DESIGN DATA Seismic Loading on Partition Walls: 5 psf eyD a /'1 1 f �� I N T PROJECT: Sim Golf Wa Square TI DATE: 04/12/2021DESIGN: AM ENGINEERING SUBJECT: A/V Support PAGE: (E)METAL DECK --- III % U-BOLT,TYP P2785BEAM CLAM \ CLAMP.TYP \\\ P1010 NUT WITH P1000 CHANNEL P1064 WASHER AND LOCK NUT Yi'THREADED ROD CDUNISTRAT AT BEAM CONNECTION SCALE:1 1/2"=1'-0 WORST CASE DEMAND = 200 LBS (ASSUMED) 1/2" THREADED ROD TENSION CAP = 0.9 * Fy * Ag = 0.9 * 36 KSI * 0.20 INA2 = 6.4 KIPS P1000 CHANNEL CAPCITY = 1690 LBS (SEE CATALOG SHEET) P2785 CLAMP CAPCITY = 1000 LBS BY INSPECTION ALL ELEMENTS ARE ADEQUATE P1000 & P1001 Channels UNISTRUT P1000- BEAM LOADING "1001 - BEAM LOADING m c = Deft.at Uniform Loading at Deflection Defl.at Uniform Loading at Deflection U Max.Allowable Uniform Max.Allowable Uniform Span Uniform Load Load Span/180 Span/240 Span/360 Span Uniform Load Load Span1180 Span/240 Span/360 In Lbs In Lbs Lbs Lbs ` In Lbs In Lbs Lbs Lbs .-- 24 1.690 0.06 1 690 1,690 1690 / 24 3.500* 0.02 3,500" 3,500" 3,500* I 1J0_...)....,k1,129._ 36 3.190 0.07 3,190 3,190 3,190 0 48 850 0.22 850 760 500 48 2,390 0.13 2,390 2,390 2,390 m 60 680 0.35 650 480 320 60 1,910 0.20 1,910 1,910 1,620 F 72 560 0.50 450 340 220 72 1,600 0.28 1,600 1,600 1,130 84 480 0.68 330 250 160 84 1,370 0.39 1,370 1,240 830 0 CO 96 420 0.89 250 190 130 96 1,200 0.51 1,200 950 630 3 108 380 1.14 200 150 100 108 1,060 0.64 1,000 750 500 120 120 340 1,40 160 120 80 120 960 0.79 810 610 410 e;8 144 280 2.00 110 80 60 144 800 1.14 560 420 280 2 168 240 2.72 80 60 40 168 680 1.53 410 310 210 z 192 210 3.55 60 50 NR 192 600 2.02 320 240 160 m 216 190 4.58 50 40 NR 216 530 2.54 250 190 130 CO 240 170 5.62 40 NR NR 240 480 3.16 200 150 100 E LL ie g- d P1000- COLUMN LOADING P1001 • COLUMN LOADING Max.Allowable Maximum Column Load Applied at C.G. Max.Allowable Maximum Column Load Applied at C.G. Unbraced Load at Unbraced Load a Height Slot Face K=0.65 K=0.80 K=1.0 K=1.2 Height at Slot Face K=0.65 K=0.80 K=1.0 K=1.2 0 In Lbs Lbs Lbs Lbs Lbs In Lbs Lbs Lbs Lbs Lbs " CO 24 3,550 10.740 9,890 8,770 7,740 24 6,430 24,280 23,610 22,700 21,820 ' 36. t9D 8 9 -5 3.14.E 36 6,290 22,810 21,820 20,650 19,670 C 48 2,770 7,260 6,010 4,690 3,800 48 6,160 21.410 20,300 18,670 16,160 t) 60 2,380 5,910 4,690 3,630 2,960 60 6,000 20,210 18,670 15,520 12,390 `m a 72 2,080 4,840 3,800 2,960 2,400 72 5,620 18,970 16,160 12,390 8,950 a 84 1,860 4,040 3,200 2,480 1,980 84 5,170 16,950 13,630 9,470 6,580 96 1,670 3,480 2,750 2,110 1,660 96 4,690 14,890 11,190 7,250 5,040 Co 108 1,510 3,050 2,400 1,810 ** 108 4,170 12,850 8,950 5,730 3,980 c 120 1,380 2,700 2.110 ** ** 120 3,690 10,900 7.250 4,640 ** Z i 144 1,150 2,180 1,660 "" ** 144 2,930 7,630 5,040 ** ** its v t m P1000/P1001 -ELEMENTS OF SECTION W • Parameter P1000 P1001 Notes: "Load limited by spot weld shear. Area of Section 0.555 In' 1.111 In' **KLh>200 Axis 1-1 NR=Not Recommended. Moment of Inertia(I) 0.185 In' 0.928 In' 1. Beam loads are given in total uniform load(W Lbs)not uniform load(w lbs/ft orZ. Section Modulus(S) 0.202 Ina 0.571 In' w lbs/in). Radius of Gyration(r) 0.577 In 0.914 In 2.Beam loads are based on a simple span and assumed to be adequately laterally O Axis 2-2 braced.Unbraced spans can reduce beam load carrying capacity.Refer to Page 62 V Moment of Inertia(I) 0.236 In' 0.471 In° far reduction factors for unbraced lengths. Section Modulus(S) 0.290 In' 0.580 In' 3. For pierced channel,multiply beam loads by the following factor: Radius of Gyration(r) 0.651 In 0.651 In "KO"Series 95% "T"Series 85% r, "HS"Series 90% "SL"Series 85% "H3"Series 90% "DS"Series 70% 4. Deduct channel weight from the beam loads. 5 For concentrated midspan point loads,multiply beam loads by 50%and the ; corresponding deflection by 80%.For other load conditions refer to page 18. ( I 6, All beam loads are for bending about Axis 1-1. 1s/s" Framing System ) ,;; El UNISTRUT o f Beam Clamps P1271S IE1EG GRHG P1796S MEG GRHG P2824-6,•9,-12 giEG GRHG h"-13 X Pk" ?h"-13 X 1' " For use with Beams up to Set Screw Included set screw Included /4 (19.1)max flange thickness - -.r 3As„ 7�„ 1 3/4" (4.8) Wit 1(222) \� (2F2) Co ( :,.� w. 1 U - s� , �_ 3�� I' Clamp Requires ��� (41.3)� (88 9) s/ ' t/Z"Diameter Rod and N `� 1 2 Hex Nuts(Sold Seperately) s,,„ ) 1 1/2"(9.5) (38.1) �- /d'(14.3)Da. CIA" 3'/2" Design 2 Holes a (6.4)tir,(88.9) Part "A" WU100 pcs Load Number In(mm) Lbs(kg) Lbs(kN) Note:Requires P2824-6 21/2-6 125 500 P1010 Channel Design Load Each Design Load Each 63 5-152 4 56 7 2 22 5/2-9 140 500 Nut and bolt. 500 Lbs(2.22 kN) 500 Lbs(2.22 kN) P2824-9 139.7-228.6 63.5 2.22 Use in Pairs Only Use in Pairs Only P2824-12 8/a-12 171 500 U101 pcs:95 bs(,3.1 g) t1110 pcs:91 Lbs 41,3 kg) 215.9-304.8 77.6 2.22 y P2785 [EEG GRHG '4 786 !EEG GRHG c •For use with Beams up to%4"(19.1) 3/o"hex Nuts and •For use with Beams up to (19.1) 3A"Hex Nuts and Flanges and with "U"Bolt Included Flanges and with is "U"Bolt Included Channels P1000,P1100,P2000, /4" Channels P1001,P1101,P2001, Y4" P3000,P3300,P3301, (64) 7/i" d - P3001,P5000,and P5500. (64) - ? �" P4000,P4001,P4100,and P4101. (22-2) c7 (22.2) "- - Design Load Each 3 Design Load Each 3 3�, 3" 1000 Lbs(4.45 kN) 5„ 76.2) 1000 Lbs(4.45 kN) (85.7) - (76.2) Use in Pairs Only .27 0)3/ Use in Pairs Only WU100 pcs:83 Lbs(37.6 kg) Wt/00 pcs:92 Lbs(41.7 kg) '• r'13d‘0"*7' '2867 (EEG GRHG 3.4"Hex Nuts and "U"Bolt Included •For use with Beams up to 3/4"(19.1) A - Part Beam WU100 pcs /4 Number Size"A" Lbs(kg) (6.4) 7A,, Flanges and with " (22,2) Channels P5001 and P5501. P2867 4-6 142 ss >J vE -9 rii ._____ 12 v /a"(6.4) 15 12"-15" 170 i''' (76._ 8%4" Thick P2867-18 15"-18" 179(81 21 (209.6) Design Load Each `_, 1000 Lbs(4.45 kN) Includes:"J"Bolt,"U"Bolt and Hex Nuts. TZ c� a Use in Pairs Only 3 -. / (76 2) •For use with Channels P1000,P1100, a>. - P2000,P3000,P3300,P3301,P4000,P4001, W WU100 pcs:112 Lbs(50.8 kg) P4100,and P4101. P2867A - MEG GRHG P2867B MEG GR HG E �A • in c Part Beam WU100pcs r ;a Part Beam WtMDOpcs y T '� Number Size"A" Lbs(kg) - Number Shre"A" Lbs(kg) 5" P2867A 4"-6' 151 P28676 4"-6" 161 ('3 Gi s- 027 0) 0 g P2867A-9_ 6-9' 157 P2867B-9 6"-9" 167 r75?� e — 814( 0 144"(6.4) P2867A-12 9 12" 166 P28676-12 9"-12" 176(79 8d C.) Thick P2867A-15 12 15" 176 (z09.6) I� P2867B-15 12"-15" 186 i844 P2867A-18 5"-18" 185 P28676-18 15"-18" 195 885J 3'in Thick (76.2) •Includes:"J"Bolt,"U"Bolt and Hex Nuts. •Includes:"J"Bolt,"U"Bolt and Hex Nuts. •For use with Channel P1001,P1101,P2001,P3001,P5000,and P5500. 62>3 ` (7 •For use with Channel P5001, and P5501. Note:When used for mechanical supports,load capacities of brackets and fittings should be in compliance with the American Standard Code for Pressure Piping. Clamps are designed to be used with W,M,S&HP Shape beams,Standard C&Misc.MC Channels,Angles&Structural Tees.Clamps must be used in pairs where indicated. For beam clamps with HG finish,standard hardware is EG finish.For optional stainless steel hardware,please contact the factory for availability. DpCORE PRODUCTS-TYPICALLY AVAILABLE FROM STOCK ' +. ..' 15At" Framing System AYP I N T DATE: 04/12/2021 PROJECT: Sim Golf Wa Square TI DESIGN: AM ENGINEERING SUBJECT: Lateral Supports PAGE: (E)MTL DECK (E)OWSJ M 0 SLOTTED DEFLECTION STEEL STUDS, SEE I TRACK W/(2)SMS TO EVERY PLAN FOR SIZE AND OTHERS(E)OWSJ,TYP SPACING JSTS PERP TO WALL (E)MTL DECK \ (E)OWSJ,TYP -. M 0 (2)#12 SMS TO(E)OWSJ .J[.. (2)#12 SMS TRACK TO BLKG,TYP SLOTTED DEFLECTION STEEL STUDS,SEE PLAN TRACK 1 MIL GA HEAVIER FOR SIZE AND SPACING THAN STUDS JSTS PARALLEL TO (E) JST 6 PARTITION WALL TO (E) FRAMING CONNECTION SCALE: 1"=1'-0" FULL HEIGHT PARTITION WALL HEIGHT = 20 FT - 6 INCHES HALF SEISMIC PARTITION LOAD WIIL GO TO ROOF AND HALF TO BASE SEISMIC LOADING = 5 PSF PER ASCE 7-16 SEISMIC LOADING = (20.5 FT / 2) * 5 PSF = 102.5 PLF x 4 FT = 410 LBS P1000 SHEAR CAPACITY = 3550 LBS PER CATALOG #12 SMS CAPACITY = 280 LBS PER SSMA BY INSPECTION ALL ELEMENTS ARE ADEQUATE 0 Screw and Weld Capacities ' SSMA Screw Capacities Table Notes 1. Capacities based on AISI S100 Section E4. 6. Pull-out capacity is based on the lesser of pull-out capacity in 2. When connecting materials of different steel thicknesses or sheet closest to screw tip or tension strength of screw. tensile strengths, use the lowest values. Tabulated values 7. Pull-over capacity is based on the lesser of pull-over capacity for assume two sheets of equal thickness are connected. sheet closest to screw header or tension strength of screw. 3. Capacities are based on Allowable Strength Design (ASD) and 8. Values are for pure shear or tension loads. See AISI Section E4.5 include safety factor of 3.0. for combined shear and pull-over. 4. Where multiple fasteners are used, screws are assumed to 9. Screw Shear(Pss),tension (Pts), diameter, and head diameter have a center-to-center spacing of at least 3 times the nominal are from CFSEI Tech Note (F701-12). diameter(d). 10.Screw shear strength is the average value, and tension strength 5. Screws are assumed to have a center-of-screw to edge-of-steel is the lowest value listed in CFSEI Tech Note (F701-12). dimension of at least 1.5 times the nominal diameter(d)of the 11.Higher values for screw strength (Pss, Pts), may be obtained by screw. specifying screws from a specific manufacturer. Allowable Screw Connection Capacity(Ibs) #6 Screw #8 Screw #10 Screw #12 Screw '/:"Screw Thickness Design Fy Fu (Pss=643 Ibs,Pts=419 Ibs) (Pss=12781bs,Pts=586 Ibs) (Pss=1644 Ibs,Pts=1158 Ibs) (Pss=2330 Ibs,Pts=23251bs) (Pss=3048 lbs.Pts=3201 Ibs) (Mils) Thickness (ksli)d Tensile 0.138"dia,0.272"Head 0.164"dia,0.272"Head 0.190"dia,0.340"Head 0.216"dia,0.340"Head 0.250"dia,0.409"Head Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over Shear Pull-Out'Pull-Over Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over 18 0.0188 33 33 44 24 84 48 29 84 52 33 105 55 38 105 60 44 127 27 0.0283 33 33 82 37 127 89 43 127 96 50 159 102 57 159 110 66 191 30 0.0312 33 33 95 40 140 103 48 140 111 55 175 _ 118 63 175 _ 127 73 211 Y In I' 034T 733� 'MIS- Y .101 Y V Y `Ito Y `tB4.0 `12 '( '(95'( `477Y `04Y `(265'( 't1188'C_`C95` - 203 110 318 43 0.0451 33 45 214 79 140 244 94 195 263 109 345 280 124 345 302 144 415 0.0 6 3 45 21 10 14 34 11 19 3 1 3 3 1 4 424 180 521 8 .071 33 2 4 1 5 40 26 49 95 23 73 86 557 196 545 600 227 656 97 0.1017 33 45 214 140 140 426 195 195 548 246 386 777 280 775 1,016 324 936 118 0.1242 33 45 214 140 140 426 i 195 195 548 301 386 777 342 775 1,016 396 1,067 54 0.0566 50 65 214 140 140 426 I 171 195 534 198 386 569 225 625 613 261 752 68 0.0713 50 65 214 140 140 426 195 195 548 249 386 777 284 775 866 328 948 97 0.1017 50 65 214 140 140 426 195 195 548 356 386 777 405 775 1,016 468 1,067 118 0.1242 50 65 214 140 140 426 195 195 548 386 386 777 494 775 1,016 572 1,067 Weld Capacities Table Notes 1. Capacities based on the AISI S100 Specification Sections E2.4 for 6. Transverse capacity is loading in perpendicular direction of the fillet welds and E2.5 for flare groove welds. length of the weld. 2. When connecting materials of different steel thicknesses or 7. For flare groove welds, the effective throat of weld is tensile strengths, use the lowest values. conservatively assumed to be less than 2t. 3. Capacities are based on Allowable Strength Design (ASD). 8. For longitudinal fillet welds, a minimum value of EQ E2.4-1, 4. Weld capacities are based on E60 electrodes. For material E2.4-2, and E2.4-4 was used. thinner than 68 mil, 0.030"to 0.035" diameter wire electrodes 9. For transverse fillet welds, a minimum value of EQ E2.4-3 and may provide best results. E2.4-4 was used. 5. Longitudinal capacity is considered to be loading in the direction 10.For longitudinal flare groove welds, a minimum value of of the length of the weld. EQ E2.5-2 and E2.5-3 was used. Allowable Weld Capacity(lbs/in) Thickness Design Fy Fu Fillet Welds Flare Groove Welds (Mils) Thickness Yield Tensile (ksi) (ks0 Longitudinal I Transverse Longitudinal Transverse 43 0.0451 33 45 499 864 544 663 54 0.0566 33 45 626 1084 682 832 68 0.0713 33 45 789 1365 859 1048 97 0.1017 33 45 1125 1269 -' -' 54 0,0566 50 65 905 1566 985 1202 68 0.0713 50 65 1140 1972 1241 1514 97 0.1017 50 65 1269 1269 -' -' 'Weld capacity for material thickness greater than 0.10"requires engineering judgment to determine leg of welds, WI and W2. 70 www.SSMA.corn Copyright©2015 by the SSMA Interior Wall Limiting Heights - Braced at 48" oc SSMA SEISMIC LOADING Fy LY Spacing 7.5 psf 10 psi Section (ksi) (in) (in)a LI120 • L1360 Lbr L120 Lbr U240 Lbr U360 Lbr L120 Lbr L1240 Lbr LI360 Lbr 12 27'7"d (63) 21'11"d (86) 19'2"d (104) 24'1"d (58) 19'2"d (78) 16'9"d (94) 21'11"d (55) 17'5"d (73) 15'2"d (88) 3628125-68 50 22.7 16 25'1"d (60) 19'11"d (80) 17'5'd (97) 21'11"d (55) 17'5"d (73) 15'2"d (88) 19'11'd (52) 15'10'd (69) 13'10'd (82) 24 21'11'd (55) 17'5"d (73) 15'2'd (88) 19'2'd (50) 15'2'd (67) 13'3"d (80) 17'0"f (48) 13'10"d (63) 12'1"d (75) 12 13'9'ef (48) 13'9'ef (48) 13'7'ed (49) 11'3'ef (48) 11'3"ef (48) 11'3"ef (48) 9'9'ef (48) 9'9'ef (48) 9'9'ef (48) 4005125-18 33 28.7 16 11'11"e f (48) 11'11'ef (48) 11'11"e f (48) 9'9"e f (48) 9'9"e f (4B) 9'9"e f (48) 8'5'e f (48) 8'5"e f (48) 8'5'e f (48) 24 9'9'e f (48) 9'9'e f (48) 9'9'e f (48) 7'11'e f (48) 7'11"e f (46) 7'11'e f (48) 6'10"e f (48) 6'10'e f (48) 6'10"e f (48) 12 18'6'f (48) 17'10"d (54) 15'8'd (69) 15'2"f (48) 15'2'f (48) 13'8"d (63) 13'1"f (48) 13'1"f (48) 12'4"d (57) 4008125-27 33 28.5 16 16'1'f (48) 16'1'f (48) 14'2'd (65) 13'1'f (48) 13'1'f (48) 12'4"d (57) 11'4'f (48) 11'4"f (48) 11'3'd (50) 24 13'1"f (48) 13'1'f (48) 12'4'd (57) 10'8"f (48) 10'8"f (48) 10'8"f (48) 9'3'f (48) 9'3"f (48) 9'3"f (48) 12 19'11'f (48) 18'5'd (60) 16'2'd (72) 16'3'f (48) 16'1'd (50) 14'1'd (66) 14'1"f (48) 14'1"f (48) 12'10'd (62) 4005125-30 33 28.5 16 17'3'f (48) 16'9'd (53) 14'8'd (68) 14'1'f (48) 14'1"f (48) 12'10'd (62) 12'3"f (48) 12'3'f (48) 11'7'd (56) 24 14'1"f (48) 14'1'f (48) 12'10'd (62) 11'6'f (48) 11'6"f (4B) 11'2"d (53) 10'0"f (48) 10'0'f (48) 10'0"f (48) 12 21'7"f (48) 19'1"d (63) 16'8'd (74) 17'7"f (48) 16'8"d (57) 14'7"d (68) 15'3"f (48) 15'1"d (49) 13'3"d (65) 400S125-33 33 28.4 16 18'8'f (48) 17'4"d (59) 15'2'd (70) 15'3'f (48) 15'1"d (49) 13'3"d (65) 13'2"f (48) 13'2"f (48) 12'0'd (61) 24 15'3'f (48) 15'1'd (49) 13'3'd (65) 12'5"f (48) 12'5'f (48) 11'7"d (59) 10'9"f (48) 10'9"f (48) 10'6"d (53) 12 25'6'f (48) 20'9'd (70) 18'2'd (82) 20'10'f (48) 18'2"d (63) 15'10"d (75) 18'1"f (48) 16'6"d (59) 14'5"d (71) 4008125-43 33 28.2 16 22'1'f (48) 18'10"d (65) 16'6'd (77) 18'1'f (48) 16'6"d (59) 14'5'd (71) 15'8'f (48) 15'0"d (54) 13'1'd (67) 24 18'1'f (48) 16'6'd (59) 14'5'd (71) 14'9"f (48) 14'5'd (51) 12'7"d (65) 12'9"f (48) 12'9'f (48) 115'd (61) 12 28'0"d (57) 22'2"d ' (75) 19'5'd (89) 24'5"d (52) 19'5"d (69) 16'11"d (82) 22'2"d (49) 17'8"d (65) 15'5"d (77) 400S125-54 50 22,7 16 25'5'd (53) 20'2"d (71) 17'8'd (84) 22'2'd (49) 17'8'd (65) 15'5'd (77) 19'5"f (48) 16'0"d (62) 14'0"d (73) 24 22'2"d (49) 17'8"d (65) 15'5'd (77) 18'4"f (48) 15'5"d (60) 13'5"d (71) 15'10"f (48) 14'0"d (57) 12'3"d (67) 12 29'10'd (61) 23'8'd (82) 20'8'd (98) 26'1'd (56) 20'8"d (75) 18'1'd (90) 23'8'd (53) 18'10'd (71) 16'S'd (84) 400S125-68 50 22.5 16 27'2"d (58) 21'6'd (77) 18'10"d (92) 23'6"d (53) 18'10"d (71) 16'5"d (84) 21'6'd (50) 17'1'd (66) 14'11"d (79) 24 23'B'd (53) 18'10"d (71) 16'5'd (84) 20'8'd (48) 16'5'd (65) 14'4'd (77) 18'0'f (48) 14'11"d (61) 13'0'd (72) 12 23'7"f (48) 22'10'd (53) 20'2'd (67) 19'3"f (48) 19'3'f (48) 17'6"d (61) 16'8'f (48) 16'8"f (48) 15'11"d (55) 550S125-27 33 27.9 16 20'5'f (48) 20'5"f (48) 18'3'd (63) 16'8"f (48) 16'8'f (48) 15'11"d (55) 14'S"f (48) 14'5"f (48) 14'5"d (48) 24 16'8'f (48) 16'8'f (48) 15'11"d (55) 13'7"f (48) 13'7"f (48) 13'7'f (48) 11'9'e f (48) 11'9'of (48) 11'9"of (48) 12 25'S'f (48) 23'9"d (58) 20'10"d (69) 20'9'f (48) 20'8"d (48) 18'2"d (64) 18'0"f (48) 18 0"f (48) 16'6"d (60) 550S125-30 33 27.9 16 22'0"f (48) 21'6"d (52) 18'11"d (65) 18'0"f (48) 18'0'f (48) 16'6'd (60) 15'7"f (48) 15'7'f (48) 14'11'd (54) 24 18'0'f (48) 18'0'f (48) 16'6'd (60) 14'8'f (48) 14'8'f (48) 14'4'd (52) 12'8'el (48) 12'8"of (48) 12'8"ef (48) 12 27'6"f (48) 24'8"d (61) 21'6'd (72) 22'5"f (48) 21'6"d (55) 18'10"d (66) 19'5"f (48) 19'5"f (48) 17'1"d (62) 5505125-33 33 27.8 16 23'10"f (48) 22'4"d (57) 19'7'd (68) 19'5"f (48) 19'5'f (48) 17'1'd (62) 16'10'f (48) 16'10"f (48) 15'6"d (58) 24 19'5'f (48) 19'5"f (48) 17'1'd (62) 15'10"f (48) 15'10'f (48) 14'11"d (57) 13'9'f (48) 13'9"f (48) 13'6"d (51) 12 32'7'f (48) 26'10"d (66) 23'5'd (76) 26'8'f (48) 23'5"d (61) 20'5'd (71) 23'1'f (48) 21'3"d (57) 18'7"d (67) 550S125-43 33 27.6 16 28'3'f (48) 24'4"d (62) 21'3'd (72) 23'1"f (48) 21'3'd (57) 18'7'd (67) 20'0'f (48) 19'4"d (52) 16'11'd (64) 24 23'1'f (48) 21'3'd (57) 18'7'd (67) 18'10'f (48) 18'7"d (50) 16'3"d (62) 16'4"f (48) 16'4'f (48) 14'9"d (59) 12 36'2"d (53) 28'9"d (69) 25'1'd (80) 31'7"d (50) 25'1"d (64) 21'11"d (74) 28'2"f (48) 22'9"d (61) 19'11"d (71) 550S125-54 50 22.1 16 32'10"d (51) 26'1'd (65) 22'9'd (76) 28'2'f (48) 22'9"d (61) 19'11"d (71) 24'4"f (48) 20'8'd (58) 18'1'd (67) 24 28'2"f (48) 22'9"d (61) 19'11"d (71) 23'0"f (48) 19'11"d (57) 17'5"d (65) 19'11'f (48) 18'1"d (53) 15'10'd (62) 12 38'8"d (55.8) 30'8'd (73) 26'10'd (86) 33'9'd (52) 26'10'd (67) 23'5"d (79) 30'8'd (49) 24'4'd (64) 21'3'd (74) 550S125-68 50 21.8 16 35'2"d (53.0) 27'11"d (69) 24'4'd (81) 30'8"d (49) 24'4"d (64) 21'3"d (74) 27'1'f (48) 22'2'd (60) 19'4"d (70) 24 30'8'd (49.0) 24'4'd (64) 21'3'd (74) 25'7"f (48) 21'3'd (59) 18'i'd (69) 22'2'f (48) 19'4"d (56) 16'11'd (65) 12 24'8'e f (48) 24'5"e d (49) 21'6'e d (65) 20'2"e f (48) 20'2'e f (48) 18'9"e d (58) 17'6"e f (48) 17'6"e f (48) 17'0"e d (52) 600S125-27 33 27.7 16 21'5"e f (48) 21'5"e f (48) 19'6'e d (60) 17'6'e f (48) 17'6'e f (48) 17'0"e d (52) 15'1'e f (48) 15'1"e f (48) 15'1'e f (48) 24 17'6"e f (48) 17'6'e f (48) 17'0"e d (52) 14'3'e f (48) 14'3'e f (48) 14'3'e f (48) 12'4"e f (48) 12'4"e f (48) 12'4"e f (48) 12 26'7'f (48) 25'4'd (55) 22'4'd (67) 21'9'f (48) 21'9'f (48) 19'6'd (62) 18'10"f (48) 18'10-f (48) 17'7'd (57) 6005125-30 33 27.6 16 23'1'f (48) 23'0'd (48) 20'3'd (63) 18'10'f (48) 18'10'f (46) 17'7"d (57) 16'4'f (48) 16'4'f (48) 15'11"d (51) 24 16'10'f (48) 18'10"f (48) 17'7'd (57) 15'4'f (48) 15'4'f (48) 15'4'd (48) 13'4"e f (48) 13'4'e f (48) 13'4'e f (48) 12 28'10"f (48) 26'5"d (59) 23'1'd (69) 23'6"f (48) 23'0"d (52) 20'2"d (64) 20'5"f (48) 20'5"f (46) 18'4"d (60) 6006125-33 33 27.6 16 25'0'f (48) 23'11"d (54) 21'0'd (65) 20'5"f (48) 20'5'f (48) 18'4"d (60) 17'8"f (48) 17'8'f (48) 16'7"d (56) 24 20'5'f (48) 20'5"f (48) 18'4'd (60) 16'8"f (48) 16'8"f (48) 15'11"d (54) 14'5"f (48) 14'5"f (48) 14'5"f (48) 12 34'3'f (481 28'9'd f 5) 25'2'd (75) 28'0'f (48) 25'2"d (59) 21'11"d (69) 24'3'f (48) 22'10"d (55) 19'11"d (66) 6005125-43 33 27.3 16 29'8'f (48) 26'2'd (p1) 22'10"d (71) 24'3"f (48) 22'10"d (55) 19'11"d (66) 21'0'f (48) 20'9'd (49) 18'2"d (62) 24 24'3'f (48) 22'10'd ( 5) 19'11'd (66) 19'9'f (48) 19'9'f (48) 17'5'd (61) 17'2"f (48) 17'2"f (48) 15'10"d (57) 12 38'10"d (52) 30'10"d (67) 26'11"d (78) 33'11"d (49) 26'11"d (63) 23'6"d (73) 29'8"f (48) 24'6"d (59) 21'5"d (69) 6006125-54 50 21.9 16 35'4"d (50) 28'0"d (64) 24'6'd (74) 29'8'1 (48) 24'6"d (59) 21'5'd (69) 25'8"f (48) 22'3'd (56) 19'5"d (65) 24 29'8"f (48) 24'6"d (59) 21'S'd (69) 24'3"f (48) 21'5"d (55) 18'8"d (64) 21'0"f (48) 19'5"d (52) 17'0"d (61) 12 41'7'd (54.4) 33'0'd (71) 28'10"d (83) 36'4'd (51) 28'10"d (65) 25'2'd (76) 33'0'd (48) 26'2'd (62) 22'10'd (72) 6005125-68 50 21.6 16 37'9"d (51.6) 30'0"d (67) 26'2"d (78) 33'0"d (48) 26'2"d (62) 22'10"d (72) 28'7"f (48) 23'9'd (59) 20'9'd (68) 24 33'0'd (47.9) 26'2"d (62) 22'10"d (72) 26'11"f (48) 22'10"d (57) 20'0'd (67) 23'4"f (48) 20'9'd (55) 18'2"d (63) 12 40'0'f (48) 36'6"d (57) 31'11"d (68) 32'8"f (48) 31'10"d (51) 27'11"d (63) 28'4"f (48) 28'4"f (48) 25'4"d (59) 800S125-43 33 26.3 16 34'8"f (48) 33'1"d (53) 29'0'd (64) 28'4"f (48) 28'4'f (48) 25'4"d (59) 24'6"f (48) 24'6'f (48) 23'0"d (55) 24 28'4'f (48) 28'4"f (48) 25'4'd (59) 23'1"f (48) 23'1'f (48) 22'1"d (53) 20'0'f (48) 20'0"f (48) 20'0"d (48) 12 48'6'f (48) 39'2'd (62) 34'3'd (72) 39'7'f (48) 34'3'd (57) 29'11"d (67) 34'3'f (48) 31'1'd (54) 27'2'd (64) 800612554 50 21.1 16 42'0'f (48) 35'7'd (59) 31'1'd (68) 34'3"f (48) 31'1"d (54) 27'2"d (64) 29'8"f (48) 28'3'd (51) 24'8"d (60) 24 34'3'f (48) 31'1'd (54) 27'2'd (64) 28'0'f (48) 27'2'd (50) 23'9'd (59) 24'3"f (48) 24'3'f (48) 21'7"d (55) 12 52'11"d (50) 42'0"d (64) 36'8"d (75) 45'1"f (48) 36'8"d (60) 32'0"d (69) 39'0"f (48) 33'4"d (57) 29'1"d (66) 800S125-68 50 20.8 16 47'9'f (48) 38'2"d (61) 33'4'd (71) 39'0"f (48) 33'4"d (57) 29'1"d (66) 33'9'f (48) 30'3'd (54) 26'5"d (62) 24 39'0'f (48) 33'4'd (57) 29'1'd (66) 31'10'f (48) 29'1"d (53) 25'5"d (61) 27'7'f (48) 26'5'd (50) 23'1"d (58) Web height-to-thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. e"web stiffeners required at ends. °denotes deflection controlled. 'denotes flexure/controlled. See Table Notes on page 23. FULL HEIGHT WALL = 20.5 FT PARTIAL HEIGHT WALL = 18 FT www.SSMA.com Copyright©2015 by the SSMA Floor Joist Spans JOIST OF BAYS CHECK SSMA 10 psf Dead Load and 20 psf Live Load U360 Live Load Deflection U480 Live Load Deflection �, Single Span Double Span Single Span Double Span Section (kei1 Spacing(in)on center Spacing(in)on center Spacing(in)on center Spacing(in)on center 12 16 24 12 16 24 12 16 24 12 16 24 600S162-33 33 14'6" 12'7"e 10'3"e 14'6" 12'7" 10'1' 14'4" 12'7"e 10'3"e 14'6" 12'7" 10'1' I 600S200-33 33 15'6' 13'5'e 10'11"e 15'6" 13'3" 10'5" 15'0" 13'5"e 10'11"e 15'6" 13'3" 10'5" 6005162-43 33 17'2" 15'6' 12'8" 17'11" 15'6' 12'8" 15'7' 14'2" 12'5' 17'6" 15'6" 12'8' 6005200-43 33 18'0' 16'0' 13'1' 18'6' 16'0" 13'1' 16'5" 14'11' 13'0" 18'5' 16'0" 13'1" 6005250-43 33 18'11" 16'5" 13'5"e 19'0' 16'5" 13'5" 17'2" 15'7' 13'5'e 19'0" 16'5" 13'5" 6005162-54 50 18'5' 16'9' 14'7' 20'8" 18'9' 16'5" 16'9" 15'2' 13'3" 18'9" 17'1" 14'11" 6006200-54 50 19'4" 17'7' 15'4" 21'9' 19'9" 17'3' 17'7" 16'0" 14'0" 19'9" 17'11" 15'8" 6003250-54 50 20'3" 18'5" 16'1' 22'9" 20'8' 17'10" 18'5" 16'9" 14'8" 20'8" 18'10' 16'5" 600S162-68 50 19'9' 17'11' 15'8" 22'2" 20'2' 17'7" 17'11' 16'4" 14'3' 20'2' 16'4" 16'0' 6005200-68 50 20'9' 18'10" 16'6' 23'4' 21'2" 18'6" 18'10' 17'2' 15'0" 21'2" 19'3' 16'10" 6005250-68 50 21'9' 19'9' 17'3" 24'5" 22'3" 19'5" 19'9' 18'0' 15'8' 22'3' 20'2" 17'8" 6005162-97 50 21'11' 19'11' 17'4" 24'7' 22'4" 19'6" 19'11" 18'1" 15'9" 22'4" 20'3" 17'9" 600S200-97 50 23'1' 20'11" 18'4" 25'11" 23'6' 20'7" 20'11' 19'0" 16'8" 23'6" 21'4" 18'8' 6005250-97 50 24'3" 22'0" 19'3' 27'2" 24'8" 21'7" 22'0" 20'0" 17'6" 24'8' 22'5" 19'7" 6006162-118 50 23'1" 21'0' 18'4" 25'11' 23'7' 20'7' 21'0' 19'1' 16'8" 23'7' 21'5" 18'9' 6005200-118 50 24'5' 22'2" 19'4" 27'5' 24'11' 21'9" 22'2" 20'2" 17'7" 24'11' 22'7" 19'9' 600S250-118 50 25'8' 23'4" 20'4" 28'9' 26'2' 22'10" 23'4' 21'2" 18'6" 26'2" 23'9' 20'9" 800S162-33 33 16'9"e 14'6'e 11'10'e 15'8"e 13'0"e 9'10"e 16'9'e 14'6"e 11'10'e 15'8'e 13'0"e 9'10"e 800S200-33 33 18'0"e 15'7"e 12'8'e 16'6"e 13'8"e 10'3"e 18'0'e 15'7"e 12'8'e 16'6"e 13'8"e 10'31'e 8008162 13 33 20'2" 17'6" 11'2"o 20'2' 17'6" 13'11" 19'6' 17'6" 14'3'e 20'2" 17'6" 13'11" 800S200-43 33 21'7" 18'8' 15'3"e 21'7" 18'8" 15'3' 20'7' 18'8' 15'3'e 21'7" 18'8' 15'3" 800S2b0-43 33 22'2' 19're 15'8'e 22'2" 19'2' 15'6" 21'5' 19'2'e 15'8'e 22'2' 19'2' 15'6" 8005162-54 50 23'3" 21'1" 18'4" 26'0" 23'5" 19'1" 21'1' 19'2" 16'9" 23'8" 21'6" 18'9" 8008200-54 50 24'4" 22'1" 19'4" 27'4" 24'10" 20'5' 22'1" 20'1" 17'6' 24'10" 22'6' 19'8' 8008250-54 50 25'4" 23'1" 20'2" 28'6" 25'6" 20'10" 23'1" 20'11" 18'3" 25'10" 23'6' 20'6" 8005162-68 50 24'11' 22'8' 19'9' 28'0" 25'5' 22'3' 22'8' 20'7' 18'0' 25'5' 23'1' 20'2" 800S200-68 50 26'1' 23'9" 20'9" 29'4' 26'8' 23'3' 23'9' 21'7' 18'10' 26'8" 24'2" 21'2' 8008250-68 50 27'3" 24'9' 21'8' 30'7' 27'10' 24'3" 24'9" 22'6" 19'8' 27'10" 25'3" 22'1" 800S162-97 50 27'8" 25'2" 22'0' 31'1' 28'3" 24'8' 25'2' 22'10" 20'0" 28'3" 25'8" 22'5" 8005200-97 50 29'0' 26'5" 23'1" 32'7' 29'7" 25'11" 26'5" 24'0" 20'11" 29'7" 26'11" 23'6" 800S250-97 50 30'4' 27'7' 24'1' 34'1" 30'11" 27'1" 27'7" 25'1" 21'11" 30'11' 28'2" 24'7" 8008162-118 50 29'4' 26'7' 23'3" 32'11" 29'11" 26'1' 26'7' 24'2' 21'1' 29'11" 27'2' 23'9" 600S200-118 50 30'9" 27'11' 24'5" 34'6' 31'5' 27'5' 27'11' 25'5' 22'2' 31'5' 28'6' 24'11' 8006250-118 50 32'2" 29'3" 25'6" 36'1" 32'10" 28'8" 29'3' 26'7' 23'2' 32'10" 29'10' 26'1" 10006162-43 33 22'4"e 19'4"e 15'10'e 22'3"e 18'10"e 14'8"e 22'4"e 19'4"e 15'10"e 22'3'e 18'10'e 14'8"e 10005200-43 33 24'1"e 20'11"e 17'1"e 23'5"e 19'9'e 15'4'e 24'1"e 20'11"e 17'1"e 23'5'e 19'9'e 15'4"e 10005250-43 33 24'10'e 21'6"e 17'6"e 24'5'e 20'6'e 15'10"e 24'10"e 21'6"e 17'6"e 24'5"e 20'6'e 15'10'e 10006162-54 50 27'7' 25'0" 21'2" 29'11" 25'11" 21'2' 25'2' 22'10' 19'11' 28'2" 25'6" 21'2" 10005200-54 50 28'10' 26'2" 22'9' 32'2' 27'10" 22'2" 26'4' 23'10' 20'9" 29'5" 26'8' 22'2' 10005250-54 50 30'3' 27'6' 23'4' 33'1' 28'8" 23'1" 27'6' 25'0' 21'10' 30'10' 28'1" 23'1' 10005162-68 50 30'0" 27'2' 23'8' 33'6" 30'5" 25'0" 27'3" 24'9" 21'7' 30'7' 27'9" 24'2" 1000S200-68 50 31'3" 28'5' 24'9' 35'0" 31'9" 26'9" 28'5" 25'10" 22'7" 31'11" 28'11" 25'3" 10008250-68 50 32'6" 29'7" 25'10" 36'6" 33'2" 27'6" 29'7" 26'10' 23'5" 33'2" 30'2" 26'4" 10005162-97 50 33'4" 30'4' 26'6" 37'5" 34'0" 29'9' 30'4" 27'6" 24'1" 34'0" 30'11" 27'0" 10005200-97 50 34'10' 31'8' 27'8" 39'1' 35'6" 31'0' 31'8" 28'9" 25'1' 35'6" 32'3" 28'2" 1000S250-97 50 36'3" 32'11" 28'9" 40'9" 37'0' 32'4' 32'11' 29'11" 26'2" 37'0" 33'7" 29'4" 10005162-118 50 35'4' 32'1" 28'0" 39'8" 36'0" 31'6" 32'1" 29'2" 25'6" 36'0" 32'9" 28'7" 10008200-118 50 36'11" 33'7" 29'4" 41'6" 37'8" 32'11' 33'7" 30'6" 26'8" 37'8' 34'3" 29'11" 10006250-118 50 38'6' 35'0' 30'7" 43'2" 39'3" 34'4' 35'0" 31'9" 27'9" 39'3" 35'8" 31'2' "a"web stiffeners required at ends. Web stiffeners required at interior supports for double span conditions. See Table Notes on page 42. WORST CASE SPAN OF JOIST = 18 FT LOADING OF JOISTS IS SELF WEIGHT OF FINISHES Complies With 2009, 2012 and 2015 IBC www.SSMA.com � ae`. AY P I N T DATE: 04/12/2021 PROJECT: Sim Golf Wa Square TI DESIGN: AM ENGINEERING SUBJECT: Lateral Supports PAGE: (E)MTL DECK - P1010 NUT WITH P1000 CHANNEL,SEE P1064 WASHER �� 7/S3.00 FOR CONN TO V.MB,TYP AND LOCK NUT (El OWSJ,TYP vir (E)OWSJ �1 17 3508150-33(Fy=33 KSI)AT 16" OC STAGGERED EA DIRECTION SHTHG,SEE \ (CLIP FLANGES AS REGD TO ARCH INSTALL AINSTMLTJST) #10 TEK SCREW,TYP NOTE: 1. SEE 5/S3.00 FOR CALLOUTS IN COMMON 2. SEE ARCH DRAWINGS FOR ADDL FINISHES NOT SHOWN 9 PARTITION WALL TO(E)OWSJ (PARALLEL) scruF.v_,,-mr z Y li PARTIAL WALL HEIGHT = 18 FT SEISMIC LOADING AT BRACES = 5 PSF x 2.67 FT * (18 FT /2 ) = 121 LBS #12 SMS = 280 LBS P1000 CHANNEL SHEAR LOADING = 3550 LBS PER CATALOG CLAMPS = 100 LBS (LOADING IS SPLIT BETWEEN TWO OWSJ THUS DEMAND ON CLAMP = 60.5 LBS) BRACE CAPACITY = 9.1 KIPS THUS ALL ELEMENTS ARE ADEQUATE WAY P 0 I N T PROJECT: Sim Golf Wa Square TI DATE: 04122021 DESIGN: AM / ENGINEERING SUBJECT: Lateral Supports PAGE: BRACE CAPACITY PER AISI SECTION E: Pne = Ag * Fn PHI = 0.85 Ag FOR 350S162-33 (Fy=33 KSI) = 0.258 KL/R = 77.8 K = 1.0 (PIN-PIN) L = 4 FT APPROIX = 48 IN R = 0.617 IN Fcre = PI^2 x E / (KL/R)A2 = 47.3 LAMBA C (EQ E2-4) = (Fy / Fcre ) A 0.5 = 0.835 > 1.5 USE E2-3 Fn = (0.877/(LAMBA C A2) * Fy = 41.5 KSI COMPRESSION CAP = 0.85 x 0.258 IN^2 x 41 .5 KSI = 9.1 KIPS Structural (S) Section Properties ' 1: SSMA Design Gross Properties Effective Properties Torsional Properties Lu Section Thickness (ksi) Area Weight Ix Sx Rx ly Ry Ixe Sxe Mal Mad Vag Vanet'Jx1000 Cw Xo m Ro on) (in) (in') pat) (in') (in') (in) (in') (in) (in') (in') (in-k) (in-k) (lb) (lb) (in') (in') (in) (in) (in) 2505137-33 0.0346 33 0.197 0.67 0.203 0.163 1.015 0.052 0.515 0.203 0.158 3.11 3.10 975 399 0.079 0.076 -1.141 0.677 1.612 0.499 • 35.6 2505137-43 0.0451 33 0.255 0.87 0.261 0.208 1.010 0.067 0.511 0.261 0.205 4.532 4.60 1265 394 0.173 0.096 -1.129 0.670 1.599 0.501 33.6 2506137-54 0.0566 33 0.316 1,07 0.318 0.255 1.004 0.080 0.504 0.318 0.255 5.762 5.75 1553 373 0.337 0.115 -1.115 0.663 1.583 0.504 33.4 2505137-54 0.0566 50 0.316 1.07 0.318 0.255 1.004 0.080 0.504 0.318 0.244 8.22 2 8.34 2353 565 0.337 0.115 -1.115 0.663 1.583 0.504 27.1 2508137-68 0.0713 33 0.390 1.33 0.386 0.309 0.994 0.095 0.495 0.386 0.309 7.19 2 7.19 1891 342 0.661 0.138 -1.096 0.653 1.561 0.507 33.1 2505137-68 0.0713 50 0.390 1.33 0.386 0.309 0.994 0.095 0.495 0.386 0.308 10.65 2 10.67 2866 519 0.661 0.138 -1.096 0.653 1.561 0.507 26.8 2505137-97 0.1017 33 0.533 1.81 0.506 0.405 0.975 0.120 0.475 0.506 0.405 10.01 10.01 2506 283 1.839 0.176 -1.057 0.633 1.514 0.513 33.1 2505137-97 0.1017 50 0.533 1.81 0.506 0.405 0.975 0.120 0.475 0.506 0.405 14.75 14.75 3798 429 1.839 0.176 -1.057 0.633 1.514 0.513 26.5 250S162-33 0.0346 33 0.223 0.76 0.235 0.188 1.027 0.087 0.624 0.235 0.180 3.55 3.56 975 399 0.089 0.146 -1.470 0.859 1.898 0.401 44.1 2505162-43 0.0451 33 0.289 0.98 0.302 0.242 1.022 0.111 0.620 0.302 0.240 5.22 5.25 1265 394 0.196 0.184 -1.457 0.852 1.885 0.402 42.1 2506162-54 0.0566 33 0.358 1.22 0.370 0.296 1.016 0.135 0.613 0.370 0.296 6.572 6.57 1553 373 0.383 0.223 -1.443 0.845 1.868 0.403 41.8 2505162-54 0.0566 50 0.358 1.22 0.370 0.296 1.016 0.135 0.613 0.370 0.284 9,422 9.46 2353 565 0.383 0.223 -1.443 0.845 1.868 0.403 33.9 2505162.68 0.0713 33 0.443 1.51 0.450 0.360 1.007 0.162 0.605 0.450 0.360 8.212 8.21 1891 342 0.752 0.268 -1.424 0.835 1.846 0.405 41.7 2506162-68 0.0713 50 0.443 1.51 0.450 0.360 1.007 0.162 0.605 0.450 0.357 12.112 12.21 2866 519 0.752 0.268 -1.424 0.835 1.846 0.405 33.7 2505162-97 0.1017 33 0.61 2.07 0.596 0.477 0.989 0.209 0.586 0.596 0.477 11.45 11.45 2506 283 2.102 0.346 -1.386 0.815 1.801 0.408 41.9 2506162-97 0.1017 50 0.61 2.07 0.596 0.477 0.989 0.209 0.586 0.596 0.477 16.93 16.93 3798 429 2.102 0.346 -1.386 0.815 1.801 0.408 33.5 2505200-33 0.0346 33 0.258 0.88 0.279 0.223 1.040 0.154 0.773 0.276 0.197 3.90 4.09 975 399 0.103 0.302 -1.926 1.108 2.321 0.312 56.0 2506200-43 0.0451 33 0.334 1.14 0.358 0.287 1.036 0.198 0.769 0.358 0.278 5.49 5.66 1265 394 0.227 0.382 -1.914 1.101 2.308 0.312 56.1 2505200-54 0.0566 33 0.415 1.41 0.440 0.352 1.030 0.241 0.763 0.44 0.352 7.65 7.65 1553 373 0.443 0.464 -1.899 1.093 2.291 0.313 53.7 2505200-54 0.0566 50 0.415 1.41 0.440 0.352 1.030 0.241 0.763 0.44 0.321 9.60 10.11 2353 565 0.443 0.464 -1.899 1.093 2.291 0.313 45.5 2506200-68 0.0713 33 0.515 1.75 0.537 0.430 1.022 0.293 0.754 0.537 0.430 9.57 9.57 1891 342 0.872 0.561 -1.881 1.084 2.270 0.313 53.7 2506200-68 0.0713 50 0.515 1.75 0.537 0.430 1.022 0.293 0.754 0.537 0.417 13.84 14.27 2866 519 0.872 0.561 -1.881 1.084 2.270 0.313 43.4 250S200-97 0.1017 33 0.711 2.42 0.718 0.575 1.005 0.386 0.736 0.718 0.575 13.36 13.36 2506 283 2.452 0.735 -1.843 1.063 2.224 0.314 54.2 2506200-97 0.1017 50 0.711 2.42 0.718 0.575 1.005 0.386 0.736 0.718 0.575 19.82 19.82 3798 429 2.452 0.735 -1.843 1.063 2.224 0.314 43.4 2506250-43 0.0451 33 0.379 1.29 0.426 0.341 1.060 0.336 0.941 0.426 0.297 5.87 6.24 1265 394 0.257 0.638 -2.404 1.359 2.791 0.258 66.8 2505250-54 0.0566 33 0.471 1.60 0.524 0.419 1.055 0.412 0.935 0.524 0.379 7.49 8.22 1553 373 0.503 0.778 -2.389 1.351 2.774 0.258 67.3 2506250-54 0.0566 50 0.471 1.60 0.524 0.419 1.055 0.412 0.935 0.521 0.341 10.22 11.02 2353 565 0.503 0.778 -2.389 1.351 2.774 0.258 54.1 250S250-68 0.0713 33 0.586 1.99 0.643 0.514 1.047 0.503 0.926 0.643 0.495 10.79 11.19 1891 342 0.993 0.944 -2.371 1.341 2.752 0.258 64.6 2505250-68 0.0713 50 0.586 1.99 0.643 0.514 1.047 0.503 0.926 0.643 0.446 13.35 14.59 2866 519 0.993 0.944 -2.371 1.341 2.752 0.258 54.5 2506250-97 0.1017 33 0.813 2.77 0,864 0.692 1.031 0,670 0.908 0.864 0.69 15.60 15.62 2506 283 2.803 1.245 -2.332 1.32 2.707 0.258 65.6 2506250-97 0.1017 50 0.813 2.77 0.864 0.692 1.031 0.670 0.908 0.864 0.663 22.31 23.26 3798 429 2.803 1.245 -2.332 1.32 2.707 0.258 52.4 3505137-33 0.0346 33 0.232 0.79 0.441 0.252 1.380 0.059 0.503 0.441 0.223 4.41 4.54 1024 487 0.093 0.153 -1.016 0.621 1.786 0.676 34.8 3505137-43 0.0451 33 0.300 1.02 0.568 0.324 1.375 0.075 0.498 0.568 0.307 6.07 6.38 1739 631 0.204 0.193 -1.005 0.615 1.774 0.679 34.7 3506137-54 0.0566 33 0.372 1.27 0.696 0.398 1.367 0.090 0.492 0.696 0.385 7.61 7.86 2253 633 0.398 0.233 -0.991 0.607 1.759 0.683 34.7 3506137-54 0.0566 50 0.372 1.27 0.696 0.398 1.367 0.090 0.492 0.696 0.366 10.95 11.42 3372 947 0.398 0.233 -0.991 0.607 1.759 0.683 28.0 3506137-68 0.0713 33 0.461 1.57 0.849 0.485 1.357 0.107 0.482 0.849 0A74 11.04 11.31 2774 592 0.782 0.28 -0.973 0.598 1.738 0.687 31.8 3506137-68 0.0713 50 0.461 1.57 0.849 0.485 1.357 0.107 0.482 0.849 0.472 14.12 14.53 4202 897 0.782 0.28 -0.973 0.598 1.738 0.687 27.9 3505137-97 0.1017 33 0.635 2.16 1.130 0.646 1.334 0.136 0.462 1.13 0.629 15.54 15.95 3765 511 2.189 0.361 -0.935 0.579 1.693 0.695 31.1 3506137.97 0.1017 50 0.635 2.16 1.130 0.646 1.334 0.136 0.462 1.13 0.629 22.9 23.49 5704 775 2.189 0.361 -0.935 0.579 1.693 0.695 25.2 350S162-33 0.0346 33 0.258 0.88 0.508 0.290 1.404 0.098 0.617 0.508 0.257 5.08 5.22 1024 487 0.103 0.277 -1.324 0.796 2.026 0.573 42.7 350S162-43 0.0451 33 0.334 1.14 0.654 0.374 1.400 0.125 0.612 0.654 0.357 7.05 7.31 1739 631 0.227 0.350 -1.312 0.789 2.014 0.575 42.6 350S162-54 0.0566 33 0.415 1.41 0.804 0.460 1.392 0.152 0.606 0.804 0.447 8.83 9.08 2253 633 0.443 0.426 -1.298 0.782 1.998 0.578 42.7 3506162-54 0.0566 50 0.415 1.41 0.804 0.460 1.392 0.152 0.606 0.804 0.426 12.74 13.05 3372 947 0.443 0.426 -1.298 0.782 1.998 0.578 34.5 350S162-68 0.0713 33 0.515 1.75 0.985 0.563 1.383 0.184 0.597 0.985 0.551 12.562 12.83 2774 592 0.872 0.514 -1.280 0.772 1.977 0.581 39.7 3506162-68 0.0713 50 0.515 1.75 0.985 0.563 1.383 0.184 0.597 0.985 0.549 16.44 16.84 4202 897 0.872 0.514 -1.280 0.772 1.977 0.581 34.5 350S162-97 0.1017 33 0.711 2.42 1.320 0.754 1.362 0.238 0.578 1.32 0.738 17.71 18.11 3765 511 2.452 0.672 -1.242 0.752 1.932 0.587 39.1 3506162-97 0.1017 50 0.711 2.42 1.320 0.754 1.362 0.238 0.578 1.32 0.738 26.18 26.76 5704 775 2.452 0.672 -1.242 0.752 1.932 0.587 31.7 3505200-33 0.0346 33 0.292 0.99 0.598 0.342 1.431 0.175 0.773 0.597 0.283 5.59 5.95 1024 487 0.117 0.541 -1.76 1.039 2.396 0.461 53.7 3505200-43 0.0451 33 0.379 1.29 0.771 0.441 1.426 0.224 0.768 0.771 0.41 8.09 8.36 1739 631 0.257 0.687 -1.748 1.032 2.383 0.462 53.7 3505200-54 0.0566 33 0.471 1.60 0.95 0.543 1.420 0.274 0.762 0.95 0.53 10.47 10.73 2253 633 0.503 0.838 -1.733 1.024 2.367 0.464 53.8 350S200-54 0.0566 50 0.471 1.60 0.95 0.543 1.420 0.274 0.762 0.95 0.47 14.07 14.86 3372 947 0.503 0.838 -1.733 1.024 2.367 0.464 43.5 350S200-68 0.0713 33 0.586 1.99 1.167 0.667 1.411 0.333 0.754 1.167 0.655 14.58 14.84 2774 592 0.993 1.018 -1.715 1.014 2.345 0.465 50.8 3505200-68 0.0713 50 0.586 1.99 1.167 0.667 1.411 0.333 0.754 1.167 0.638 19.10 19.68 4202 897 0.993 1.018 -1.715 1.014 2.345 0.465 43.5 3505200-97 0.1017 33 0.813 2.77 1.576 0.901 1.393 0.440 0.736 1.576 0.884 20.57 20.95 3765 511 2.803 1.347 -1.676 0.994 2.300 0.469 50.3 3506200-97 0.1017 50 0.813 2.77 1.576 0.901 1.393 0.440 0.736 1.576 0.884 30.51 31.08 5704 775 2.803 1.347 -1.676 0.994 2.300 0.469 40.7 3505250-43 0.0451 33 0.424 1.44 0.906 0.518 1.461 0.380 0.946 0.906 0.431 8.52 9.000 1739 631 0.288 1.151 -2.22 1.286 2.821 0.381 64.3 3503250-54 0.0566 33 0.528 1.80 1.118 0.639 1.455 0,467 0.94 1.118 0.559 11.04 11.98 2253 633 0.564 1.409 -2.205 1.278 2.804 0.382 64.5 350S250-54 0.0566 50 0.528 1.80 1.118 0.639 1.455 0.467 0.94 1.113 0.494 14.78 15.92 3372 947 0.564 1.409 -2.205 1.278 2.804 0.382 52.1 3506250-68 0.0713 33 0.657 2.24 1.376 0.787 1.447 0.570 0.931 1.376 0.739 16.10 16.99 2774 592 1.114 1.718 -2.186 1.268 2.782 0.383 61.6 3506250-68 0.0713 50 0.657 2.24 1.376 0.787 1.447 0.570 0.931 1.376 0.661 19.78 21.31 4202 897 1.114 1.718 -2.186 1.268 2.782 0.383 52.2 3505250-97 0.1017 33 0.915 3,11 1.870 1.069 1.430 0.762 0.913 1.870 1.050 23.72 24.14 3765 511 3.154 2.291 -2.147 1.248 2.736 0.384 61.4 350S250-97 0.1017 50 0.915 3.11 1.870 1.069 1.430 0.762 0.913 1.870 0.998 33.58 35.43 5704 775 3.154 2.291 -2.147 1.248 2.736 0.384 49.5 'Web height-to-thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. Allowable moment includes cold work of forming. See Table Notes on page 7 3 www.SSMA.com Copyright©2015 by the SSMA