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Posted: Sat Nov 22, 2003 11:40 am Post subject: Assumption in the Design of Column supporting Roof Truss
Hello all We design the trusses by assuming the support conditions as one end pinned & other roller. If we design the columns, by assuming tied together at top by trusses thus having the cantilever deflection of all the columns at top to be equal. (As suggested by SP 38 too) My question is how the truss will be able to transfer hor. force to the columns as one end of the truss is considered to be roller. It can transfer hor. force to the col. at the end, which is considered as pinned.
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