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Tag:B1 <br />Member: <br />L = 3.67 ft <br />No. Members: 1 <br />L =3.67 ft 0.19 kips 0.19 kips <br />A = 12.25 in² <br />S = 7.15 in³Shear and Moment Diagrams <br />I = 12.51 in⁴ <br />E = 1,600,000 psi <br />Va = 1.47 kips <br />Ma =0.60 k-ft <br />CD = 1.25 <br />CF =1.00 <br />CV =1.00 <br />Cr =1.00 Mmáx = 0.18 k-ft <br />Total Load L/n=180 Vmáx = 0.19 kips <br />Live Load L/n=240 <br />Uniform Loads Shear: <br />D (psf) L (psf) Trib. (ft) W Vmáx = 0.19 kips <br />15 20 3.00 105 Vallow = 1.84 kips 10% <br />OK <br />Flexure: <br />Mmáx =0.18 k-ft <br />Σw =0.105 klf Mallow =0.74 k-ft 24% <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) = 0.02 in 9% <br />L <L <br />2056 180 <br />Σw =0.000 kips OK <br />Point Loads (P2)x2 = 0.00 ft D(L ONLY) =0.01 in 7% <br />D (psf) L (psf) Trib. 1 (ft) Trib. 2 (ft) W <br />L <L <br />3598 240 <br />OK <br />Σw =0.000 kips USE:1- 4X4 <br />4x4 <br />𝐷= <br />14 <br />24-204 <br />2201 HALLADAY ST. <br />940 E Anahurst Pl & 2201 <br />S Halladay11/25/2024