Shear Capacity for Flexural Members evaluator uses Shear Capacity = 0.58*Yield Strength of Steel*Depth of Cross Section*Breadth of Web*Shear Buckling Coefficient C to evaluate the Shear Capacity, The Shear Capacity for Flexural Members formula is defined as the strength to resist failure in shear. Shear Capacity is denoted by Vu symbol.
How to evaluate Shear Capacity for Flexural Members using this online evaluator? To use this online evaluator for Shear Capacity for Flexural Members, enter Yield Strength of Steel (fy), Depth of Cross Section (d), Breadth of Web (bw) & Shear Buckling Coefficient C (C) and hit the calculate button.