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Vertical Load Resisting System Design <br />Roof Framing Rafters <br />Fully Exposed <br />pg=0 psf 1.1 <br />0.9 1.0 <br />pf = 0 psf <br />pfmin. = 0.0 psf <br />ps = 0 psf Conservatively (Cs=1)0 plf <br />Max Length, L =8.0 ft (Rafter maximum Allowable Horizontal Span) <br />Tributary Width, WT =24 in <br />Dr =10 psf 20 plf <br />Load Case: DL+0.75(0.6W+S) <br />cos(θ)+PDL=42 plf <br />OK <br />Load Case: DL+S <br />cos(θ)+PDL=38 plf <br />OK <br />Load Case: DL+0.6W <br />cos(θ)+PDL=43.0 plf <br />OK <br />Member Capacity <br />2X4 φ λ <br />Cross-Sectonal Area, A =5.25 <br />Satisfactory <br />Satisfactory <br />projects@evengineersnet.com <br />http://www.evengineersnet.com <br />220 W Carriage Dr Unit# <br />B9/16/2024