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  1. Taimoor957

    Aluminium - Shear in Webs

    I am seeking help using shear in web equation for calculating slenderness limit S2? it says h/t at intersection of Eq 3.4.24(2) and (3) in attached photo, I may have done something wrong however when solving the equation i got (h/t)_intersection =...
  2. Taimoor957

    Continuous Beam Deflections from Moment Diagram Non Prismatic

    I am building a spreadsheet for a continuous beam upto 4 spans and cantilevers (each span having three segments of different EI). I have done reactions via slope deflection method and then built shear diagram. For moment diagram I have used just numerical integration of shear diagram. I now want...

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