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Hip(CA ROOF) <br />Attic <br />DF-L No. 2 <br />4x8 <br />Roof Dead Load QD =10 psf <br />Live Roof Load QLr =20 psf <br />Length Lproj =10.42 ft <br />Slope s =5 :12 <br />Degrees θ =22.6 <br />Height H =4.34 ft <br />Service Load =30.83 psf <br />Maximum Uniform Load =161 plf <br />Hip Length =11.29 ft <br />Maximum Moment =1200 lb-ft <br />Load Duraction Factor CD =1.25 <br />Bending Stress fb =900 psi <br />Moment Capacity =2875 lb-ft OK <br />Max Shear =589 lbs HHRC <br />Shear Capacity =3806 lbs OK <br />Live Roof Load Deflection =0.064 in <br />Transient Deflection Limit L/180 =0.753 in OK <br />Total Load Deflection =0.098 in <br />Total Deflection Limit (D+L)/120 =1.129 in OK <br />Reactions <br />Higher End D =227 lbs <br />Lr =362 lbs <br />Lower End D =129 lbs <br />Lr =181 lbs <br />Q = Q + Q I <br />w .=L Q <br />2 <br />L =L <br />COS <br />M =wcos 𝜃L <br />9 3 <br />=wL <br />3 <br />0.00652 w L <br />EI <br />0.00652 w L <br />EI <br />M = C F S <br />=2bd C <br />3 <br />2710 N Laird St & 2209 W <br />Laramore Ln10/7/2024