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TMC ENGINEERS INC. <br />S.W. #:1 AT ROOF <br />V 866 lbs + 25% = 1083 <br />L total 4 ft Shear length (Li) 4 0 0 <br />D total 11 ft Open length (Di) 0.5 10.7 0 0 <br />Ld 15 ft (Vd - Vw) X Li -798 0 0 <br />Vd 71 #/' Vd X Di 36 762 0 0 <br />Vw 271 #/' Summary load 0 36 -762 0 0 0 0 <br />Drag 0 36 762 0 0 0 0 <br />Vd - Vw -199 #/' Max Drag 762 lbs NO. 16d NAILS = 7 <br />S.W. #:2 <br />V 2062 lbs + 25% = 2578 <br />L total 4 ft Shear length (Li) 4 0 0 <br />D total 11 ft Open length (Di) 0.5 10.7 0 0 <br />Ld 15 ft (Vd - Vw) X Li -1899 0 0 <br />Vd 170 #/' Vd X Di 85 1814 0 0 <br />Vw 644 #/' Summary load 0 85 -1814 0 0 0 0 <br />Drag 0 85 1814 0 0 0 0 <br />Vd - Vw -475 #/' Max Drag 1814 lbs NO. 16d NAILS = 18 <br />S.W. #:3 <br />V 2188 lbs + 25% = 2736 <br />L total 3 ft Shear length (Li) 3.2 0 0 <br />D total 12 ft Open length (Di) 7.6 4.7 0 0 <br />Ld 16 ft (Vd - Vw) X Li -2171 0 0 <br />Vd 176 #/' Vd X Di 1341 830 0 0 <br />Vw 855 #/' Summary load 0 1341 -830 0 0 0 0 <br />Drag 0 1341 830 0 0 0 0 <br />Vd - Vw -678 #/' Max Drag 1341 lbs NO. 16d NAILS = 13 <br />0 <br />500 <br />1000 <br />1 2 3 4 5 6 7 8 <br />0 <br />500 <br />1000 <br />1500 <br />2000 <br />1 2 3 4 5 6 7 8 <br />0 <br />500 <br />1000 <br />1500 <br />1 2 3 4 5 6 7 8