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how to design an isolated footing having load and moment
acting on the column also draw pressure diagram at the base
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Answer Posted / ajay
pls give me the reason to mail
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is there any codal provision for soil cousion over the Hume pipe of Dia 1.2 m.
in staad pro. modelling for a parallel scissors chord truss, when i assigned roller support i.e fixwd but with all Fx, FZ, Mx, My and Mz release except Fy... the analysis results " in stability at a joint, with direction Mx or My..what could be the reason...anyone please explaing
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