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Tag:B1 <br />Member: <br />L = 15.50 ft <br />No. Members: 1 <br />L = 15.50 ft 7.15 kips 7.15 kips <br />A = 56.00 in² <br />S = 149.33 in³Shear and Moment Diagrams <br />I = 1194.67 in⁴ <br />E = 2,000,000 psi <br />Va =10.83 kips <br />Ma =34.95 k-ft <br />CD = 1.00 <br />CF = 1.00 <br />CV = 0.97 <br />Cr = 1.00 Mmáx = 27.69 k-ft <br />Total Load L/n= 240 Vmáx = 7.15 kips <br />Live Load L/n= 360 <br />Uniform Loads Shear: <br />D (psf) L (psf) Trib. (ft) W Vmáx =7.15 kips <br />15 20 22.00 770 Vallow =10.83 kips 66% <br />15 40 OK <br />15 60 <br />16 9.50 152 Flexure: <br />Mmáx =27.69 k-ft <br />Σw =0.922 klf Mallow =33.86 k-ft 82% <br />OK <br />Point Loads (P1)x1 = 0.00 ft <br />D (psf) L (psf) Trib. 1 (ft) Trib. 2 (ft) W Deflection: <br />D(D+L) =0.50 in 65% <br />L < L <br />371 240 <br />Σw =0.000 kips OK <br />Point Loads (P2)x2 = 0.00 ft D(L ONLY) =0.24 in 46% <br />D (psf) L (psf) Trib. 1 (ft) Trib. 2 (ft) W <br />L < L <br />778 360 <br />OK <br />Σw =0.000 kips USE: 1- 3.5X16 PSL <br />3.5x16 PSL <br />𝐷=𝐷+𝐷+𝐷+𝐷 <br />1401 S Rosewood Ave <br />Unit# 2& 34/22/2025