Design Problems-Stress and Deflection Limits
A plank from a wooden deck carries a load like that shown in Case j in Appendix A-25 with w = 100 lb/ft and L = 24 in. The plank is a standard 2X6 having a thickness of 1.50 in and a width of 5.50 in with the long dimension horizontal. Would the plank be safe if it is made from No. 2 grade southern pine?
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