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  • Users: biheja43
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  1. biheja43

    analogy of a cantilever

    Hi, Anybody got an idea about analogy of a cantilever to estimate the moment and a deflection in a sway frame which is statically indeterminate I need to know the procedure for this method Regards
  2. biheja43

    truss tie members eccentric

    I have got case where the tie members in the truss eccentric from where they should connect to the top and bottom chord so moment will appear on the top and bottom chord because of this eccentricity but how to calculate the moment diagram according to this eccentricity according to static

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