the rigidity of shear wall
the rigidity of shear wall
(OP)
In our TGI Friday one story building, three sides are wood shear wall panel, one side is block masonry wall, #5@24"O.C. How do I get the relative rigidity for each side of wall to distribute the lateral force cause by wind or seismic since these 4 side are different material? Is any simply way other than calculation the section property? Or any software will do the job for me?






RE: the rigidity of shear wall
RE: the rigidity of shear wall
RE: the rigidity of shear wall
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RE: the rigidity of shear wall
RE: the rigidity of shear wall
RE: the rigidity of shear wall
I really am just taking half on each wall, just as JAE suggested above.
RE: the rigidity of shear wall