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Customer S&H Systems <br />Project Collectors.com <br />Job Number <br />2 AISC Framing Members Page 4.2 <br />FALSE TRUE <br />P1, P2, P3 are total loads <br />P1LL, P2LL, P3LL are Live loads only <br />Ref AISC 360-2016 Sect F <br />For Roof Deck+ Resin Deck' Limit beam spacing ie. Tibutary width to 5.00 Ft, unless justified by the roof deck design <br />For 1/8"x1" Bar grating, Limit beam spacing ie. Tibutary width to 4.00 Ft, unless justified by the bar grating design <br />For 1/4" Floor plate, Limit beam spacing ie. Tibutary width to 2'-8" Ft, unless justified by the bar floor Plate design <br />DO NOT use light gage sections for cantilevers without checking web Buckling <br />Light Gage beam spacing and length can be limited by the beam girder connection capacity <br />Beam Num. Beam Locat. <br />W Trib. width =5.00 Flanges NC Lp = 2.97 Ft <br />L =2.58 Ft w = 110 Psf P1 =0 Lbs P2 =0 Lbs Fy = 50 Lr = 8.56 Ft <br />Lb =2.58 Ft wLL =100 Psf P1LL = 0 Lbs P2LL = 0 Lbs Ix = 30.8 Mp = 37.0 λp =9.2 <br />TA = 12.9 Sq Ft KLL =2 Psf W LLr = 100.0 Psf Wtotr = 110.0 Psf <br />WTLr =550 Lb/Ft WLLr =500 a =0.00 b = 2.58 c =0.00 Ft Sx = 7.81 ho = 7.685 λr =24.1 <br />Lb/ L = 1.00 Ky = 1.00 Lt =2.58 Lb / L = 1.00 Kt = 1.00 Cb = 1.00 C = 1.00 rts = 1.01 Fcr =314.6 Ksi <br />P3 =600 P3LL = 500 d =1.33 Cw =30.9 λ =9.61 My = 32.5 K-ft <br />R1TL= 709.5 R2TL= 709.5 R1LL= 645 R2LL= 645 Lbs J = Mn = 36.5 K-ft <br />Where Shear = 0 and location of max Moment X = 1.29 Ft V = 0.7 K Vn / Ω = 26.8 K OK <br />MTL @ X= 0.5 MLL @ X= 0.4 K-Ft M = 0.5 K-Ft Mn / Ω = 21.9 K-ft OK <br />WeqTL= 2M / [ x (L-x)] = 550 Lb / Ft ΔLL = 0.00 in L/360 = 0.09 in OK <br />WeqLL= 2M / [ x (L-x)] = 500 Lb / Ft ΔTL = 0.00 in L/240 = 0.13 in OK <br />Beam Check with Cantilever, and Pattern LL loading Kt = 1.0 Lb = Lt =4.00 λp =9.2 <br />R1TL=211.7 R2TL=2539 R1LL=215.8 R2LL=2239 Lbs Cb = 1 λr =24.1 <br />No Fcr =135.3 Ksi <br />Mp = 37.0 Mn = 34.3 K-ft <br />Θ2span M2 = Θ2cant V= 1.3 K Vn / Ω = 26.8 K OK <br />DL LL 1.1 K-Ft M= 1.3 K-Ft Mn / Ω = 20.6 K-ft OK <br />TL TL 1.3 K-Ft ΔLL = 0.00 in d / 180 = 0.08 in OK <br />ΔTL = 0.00 in d / 120 = 0.14 in OK <br />Program Rev 20250219R1 <br />W8x10 Load A <br />EW Interior Beam at Columns501 <br />Solutions Inc.10010 <br />0.000006 <br />0.000006 <br />-0.00015 <br />-0.00018 <br />Coped beam <br />0.0426 <br />PLT1 <br />Steele <br />6737 W. Washington St. West Allis, WI 53214