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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 ps = 0 psf <br />pf = 0 psf pfmin. = 0.0 psf 0 plf <br />Max Length, L =8.0 ft <br />Tributary Width, WT =24 in <br />RLL =20 psf 39.85 plf <br />Dr =10 psf 20 plf <br />Load Case: DL <br />OK <br />Load Case: DL+RLL <br />OK <br />Load Case: DL+S <br />OK <br />Load Case: DL+0.6W <br />OK <br />Load Case: 0.6DL+0.6W <br />OK <br />DL+0.45W+0.75(RLL or S)31 plf <br />OK <br />Member Capacity <br />2X4 φ λ <br />Cross-Sectonal Area, A =5.25 <br />in <br />Satisfactory <br />Satisfactory <br />projects@evengineersnet.com <br />http://www.evengineersnet.com <br />1605 E 4th St - 101113848 and <br />20178713 <br />11/15/2023