1610 E St Andrew Pl Unit #100 - Plan

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Customer S&H Systems Project Collectors.com Job Number 1 W & C Framing Members Page 4.1 TRUE TRUE P1, P2 are total loads P1LL, P2LL are Live loads only Ref AISC 360-2016 Sect F For Roof Deck+ Resin Deck' Limit beam spacing ie. Tributary width to 5.00 Ft, unless justified by the roof deck design For 1/8"x1" Bar grating, Limit beam spacing ie. Tributary width to 4.00 Ft, unless justified by the bar grating design For 1/4" Floor plate, Limit beam spacing ie. Tributary width to 2'-8" Ft, unless justified by the floor Plate design Beam Num. Beam Location Girder W Trib. width =4.00 Flanges NC Lp = 2.97 Ft L =5.00 Ft w = 110 Psf P1 =0 Lbs P2 =0 Lbs Fy = 50 Lr = 8.56 Ft Lb =1.50 Ft wLL =100 Psf P1LL = 0 Lbs P2LL = 0 Lbs Ix = 30.8 Mp = 37.0 λp =9.2 TA = 20 Sq Ft KLL =2 Psf WLLr = 100.0 Psf Wtotr =110.0 Psf Sx = 7.81 ho = 7.685 λr =24.1 WTL =440 Lb/Ft WLL =400 a =20.00 b = -15.00 c =5.00 Ft c = 1.00 rts = 1.01 Fcr =970.2 Ksi Lb/ L = 0.30 Ky = 1.00 Lt =4.00 Lb / L = 0.80 Kt = 1.00 Cb = 1.06 Cw =30.9 λ =9.61 My = 32.5 K-ft R1TL= 1100 R2TL= 1100 R1LL= 1000 R2LL= 1000 Lbs J = 0.0426 Mn = 36.5 K-ft Where Shear = 0 and location of max Moment X = 2.50 Ft V = 1.1 K Vn / Ω = 26.8 K OK MTL @ X= 1.4 MLL @ X= 1.2 K-Ft M = 1.4 K-Ft Mn / Ω = 21.9 K-ft OK WeqTL= 2M / [ x (L-x)] = 436 Lb / Ft ΔTL = 0.01 in L/240 = 0.25 in OK WeqLL= 2M / [ x (L-x)] = 396 Lb / Ft ΔLL = 0.01 in L/360 = 0.17 in OK Allowable Length with Trib W = 4 and Load A 15.1 Ft Beam Num. Beam Location C Trib. width =2.00 Flanges C Lp = 1.85 Ft L =5.00 Ft w = 110 Psf P1 =0 Lbs P2 =0 Lbs Fy = 36 Lr = 9.90 Ft Lb =1.50 Ft wLL =100 Psf P1LL = 0 Lbs P2LL = 0 Lbs Ix = 3.53 Mp = 6.2 λp =10.8 FT TA = 10 Sq Ft KLL =2 Psf WLLr = 100.0 Psf Wtotr =110.0 Psf Sx = 1.77 ho = 3.704 λr =28.4 FT WTL =220 Lb/Ft WLL =200 a =0.00 b = 5.00 c =0.00 Ft c = 1.08 rts = 0.51 Fcr =293.6 Ksi Lb/ L = 0.30 Ky = 1.00 Lt =4.00 Lb / L = 0.80 Kt = 1.00 Cb = 1.06 Cw =0.8 λ =5.14 My = 5.3 K-ft R1TL= 550 R2TL= 550 R1LL= 500 R2LL= 500 Lbs J = 0.0306 Mn = 6.2 K-ft Where Shear = 0 and location of max Moment X = 2.50 Ft V = 0.6 K Vn / Ω = 7.2 K OK MTL @ X= 0.7 MLL @ X= 0.6 K-Ft M = 0.7 K-Ft Mn / Ω = 3.7 K-ft OK WeqTL= 2M / [ x (L-x)] = 220 Lb / Ft ΔTL = 0.03 in L/240 = 0.25 in OK WeqLL= 2M / [ x (L-x)] = 200 Lb / Ft ΔLL = 0.03 in L/360 = 0.17 in OK Allowable Length with Trib W = 2 and Load A 8.9 Ft Program Rev 20250219R1 PLT1 C4-4.5 Load A 102 Joist Load AW8x10 Steele Solutions Inc. PLT1101 10010 6737 W. Washington St. West Allis, WI 53214