Drag forces in a truss between 2 Sherwalls
Drag forces in a truss between 2 Sherwalls
(OP)
Hi all i wanted to know how to calculate a drag truss between two shearwalls, i don´t really know if the drag must be calculated with the maximun shearwall load or only with the diference between the plf form the diaphragm and the plf form the shearwalls. Thanks





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