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  1. Creative Engineer

    How to calculate Effective Flange width of non-prismatic members

    Hello, I have a beam spanning 60'. From 0'-41' there is slab on both sides of the beam, but from 41'-60' slab is present only on one side of the beam. Hence this beam would be a non-prismatic member with a T-flange 0'-41' and L-flange 41'-60'. My question is, if checking the span/4 condition...

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