Excess Shear given Stirrup Leg Area for Group of Bars Bent up Different Distances evaluator uses Excess Shear given Stirrup Leg Area for Bars Bent = (Stirrup Area*Allowable Stress in Stirrup Steel*Compression to Centroid Reinforcement Distance*(sin(Angle at which Stirrup is Inclined)+cos(Angle at which Stirrup is Inclined)))/(Stirrup Spacing) to evaluate the Excess Shear given Stirrup Leg Area for Bars Bent, The Excess Shear given Stirrup Leg Area for Group of Bars Bent up Different Distances formula is defined as the shear which is present in excess. It is also calculated by ( V'= V - vcbd). In order to resist this excess shear, stirrups and bent up bars are used. Excess Shear given Stirrup Leg Area for Bars Bent is denoted by V'LAB symbol.
How to evaluate Excess Shear given Stirrup Leg Area for Group of Bars Bent up Different Distances using this online evaluator? To use this online evaluator for Excess Shear given Stirrup Leg Area for Group of Bars Bent up Different Distances, enter Stirrup Area (Av), Allowable Stress in Stirrup Steel (fv), Compression to Centroid Reinforcement Distance (d'), Angle at which Stirrup is Inclined (α) & Stirrup Spacing (s) and hit the calculate button.