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Moment D+0.6W <br />Wind Load Wa = p * s =20.7 plf <br />Moment =165.5 lb-ft <br />Section Modulus Sx = bd2 / 6 =3.06 in3 <br />Bending Stress fb = M / Sx =648 psi <br />Design Bending Stress Fb =900 psi <br />Repetitive Member Factor Cr =1.15 <br />Load Duration CD =1.6 <br />Size Factor CF =1 <br />F* <br />b =1656 psi <br />Effective Length le = 1.63L + 3d =13.9 ft <br />Slenderness Ratio =16.12 < 50 OK <br />Beam Stability Factor CL =1.00 <br />F'b = F*b CL =1656 psi <br />Demand Capacity Ratio DCR = fb / F'b =0.39 < 1 OK <br />Interaction Equatio D+0.75L+75(0.6W)+0.75Lr <br />Bending and Compression Capacity =0.32 < 1 OK <br />R l d <br />b <br />f <br />F <br />f <br />F <br />M wl <br />8 <br />2710 N Laird St & 2209 W <br />Laramore Ln10/7/2024