How to Calculate Excess Shear when Stirrup Leg Area is Given for Group of Bars Bent up Different Distances?
Excess Shear when Stirrup Leg Area is Given for Group of Bars Bent up Different Distances calculator uses excess shear=(Stirrup Area*allowable stress in stirrup steel*Distance from Compression to Centroid Reinforcment*(sin(Angle at which the stirrup is inclined)+cos(Angle at which the stirrup is inclined)))/(Stirrup Spacing) to calculate the excess shear, Excess Shear when Stirrup Leg Area is Given 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 and is denoted by V' symbol.
How to calculate Excess Shear when Stirrup Leg Area is Given for Group of Bars Bent up Different Distances using this online calculator? To use this online calculator for Excess Shear when Stirrup Leg Area is Given for Group of Bars Bent up Different Distances, enter Stirrup Area (Av), allowable stress in stirrup steel (f_{v)}, Distance from Compression to Centroid Reinforcment (d'), Angle at which the stirrup is inclined (α) and Stirrup Spacing (s) and hit the calculate button. Here is how the Excess Shear when Stirrup Leg Area is Given for Group of Bars Bent up Different Distances calculation can be explained with given input values -> 13.66025 = (5E-05*1000000*0.01*(sin(30)+cos(30)))/(0.05).