INFORMATION INPUT    

Bending Moment and Shear for 2 Equal Span Continuous Beam
and Equal Stiffness too


Max BM and V for Point Load and udL for 3 equal span equal stiffness continuous beam

Project Title
   

PLease input minimum 0 for either Point Load or udL

udL = kN/m , W = udL * Lspan      Point Load , P = kN      Ls = m    

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