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Hip(MAIN ADU) <br />Attic <br />DF-L No. 2 <br />4x10 <br />Roof Dead Load QD =10 psf <br />Live Roof Load QLr =20 psf <br />Length Lproj =15.92 ft <br />Slope s =5 :12 <br />Degrees θ =22.6 <br />Height H =6.63 ft <br />Service Load =30.83 psf <br />Maximum Uniform Load =245 plf <br />Hip Length =17.25 ft <br />Maximum Moment =4231 lb-ft <br />Load Duraction Factor CD =1.25 <br />Bending Stress fb =900 psi <br />Moment Capacity =4679 lb-ft OK <br />Max Shear =1363 lbs HHRC <br />Shear Capacity =4856 lbs OK <br />Live Roof Load Deflection =0.255 in <br />Transient Deflection Limit L/180 =1.150 in OK <br />Total Load Deflection =0.393 in <br />Total Deflection Limit (D+L)/120 =1.725 in OK <br />Reactions <br />Higher End D =518 lbs <br />Lr =845 lbs <br />Lower End D =289 lbs <br />Lr =422 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