ETABS load transfer from vertical shell to frames
ETABS load transfer from vertical shell to frames
(OP)
Hello, everybody. I am wondering is it by any chance possible to transfer area load from vertical shell element to line load on frames? I know that this is possible for horizontal shells, say, if you assign a 1-way membrane, which will transfer the loads onto the adjoining beams, but I am encountering difficulties when applying the same (or similar) procedure for vertical shells and columns. Thanks in advance.
RE: ETABS load transfer from vertical shell to frames
RE: ETABS load transfer from vertical shell to frames
Jason McKee
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