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Hip <br />Vaulted <br />DF-L No. 2 <br />4x10 <br />Roof Dead Load QD =15 psf <br />Live Roof Load QLr =20 psf <br />Length Lproj =14.08 ft <br />Slope s =2 :12 <br />Degrees θ =9.5 <br />Height H =2.35 ft <br />Service Load =35.21 psf <br />Maximum Uniform Load =248 plf <br />Hip Length =14.28 ft <br />Maximum Moment =3330 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 =1214 lbs HHRC <br />Shear Capacity =4856 lbs OK <br />Live Roof Load Deflection =0.158 in <br />Transient Deflection Limit L/240 =0.714 in OK <br />Total Load Deflection =0.278 in <br />Total Deflection Limit (D+L)/180 =0.952 in OK <br />Reactions <br />Higher End D =553 lbs <br />Lr =661 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 />V =wL <br />3 <br />0.00652 w L <br />EI <br />0.00652 w L <br />EI <br />M = C F S <br />V =2bdf C <br />3 <br />32