Shear given Nominal Unit Shear Stress Solution

STEP 0: Pre-Calculation Summary
Formula Used
Total Shear = Beam Width for Nominal Shear*Compression to Centroid Reinforcement Distance*Nominal Shear Stress
V = bns*d'*Vn
This formula uses 4 Variables
Variables Used
Total Shear - (Measured in Newton) - Total Shear is defined as the total shear force acting on the body.
Beam Width for Nominal Shear - (Measured in Meter) - Beam Width for Nominal Shear is the shortest/least measurement of the beam.
Compression to Centroid Reinforcement Distance - (Measured in Meter) - Compression to Centroid Reinforcement Distance is the distance from extreme compression surface to the centroid of compression reinforcement.
Nominal Shear Stress - (Measured in Pascal) - Nominal Shear Stress is the shear force generated on the structure due to the force imposed on a given cross-sectional area.
STEP 1: Convert Input(s) to Base Unit
Beam Width for Nominal Shear: 15 Millimeter --> 0.015 Meter (Check conversion here)
Compression to Centroid Reinforcement Distance: 10.1 Millimeter --> 0.0101 Meter (Check conversion here)
Nominal Shear Stress: 20 Newton per Square Millimeter --> 20000000 Pascal (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
V = bns*d'*Vn --> 0.015*0.0101*20000000
Evaluating ... ...
V = 3030
STEP 3: Convert Result to Output's Unit
3030 Newton --> No Conversion Required
FINAL ANSWER
3030 Newton <-- Total Shear
(Calculation completed in 00.020 seconds)

Credits

Created by Ishita Goyal
Meerut Institute of Engineering and Technology (MIET), Meerut
Ishita Goyal has created this Calculator and 500+ more calculators!
Verified by Himanshi Sharma
Bhilai Institute of Technology (BIT), Raipur
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13 Allowable Shear Calculators

Stirrups Spacing given Stirrup Leg Area for Group of Bars Bent up Different Distances
Go Stirrup Spacing = (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)))/(Excess Shear given Stirrup Leg Area for Bars Bent)
Excess Shear given Stirrup Leg Area for Group of Bars Bent up Different Distances
Go 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)
Vertical Stirrup Leg Area when Group of Bars is Bent at Different Distances
Go Stirrup Area = (Excess Shear given Stirrup Leg Area for Bars Bent*Stirrup Spacing)/(Allowable Stress in Stirrup Steel*Compression to Centroid Reinforcement Distance*(cos(Angle at which Stirrup is Inclined)+sin(Angle at which Stirrup is Inclined)))
Vertical Stirrup Leg Area when Single Bar is Bent at Angle a
Go Stirrup Area = Excess Shear given Vertical Stirrup Leg Area/(Allowable Stress in Stirrup Steel*sin(Angle at which Stirrup is Inclined))
Excess Shear given Vertical Stirrup Leg Area for Single Bar Bent at Angle a
Go Excess Shear given Vertical Stirrup Leg Area = Stirrup Area*Allowable Stress in Stirrup Steel*sin(Angle at which Stirrup is Inclined)
Distance from Extreme Compression to Centroid given Area in Legs of Vertical Stirrup
Go Compression to Centroid Reinforcement Distance = (Excess Shear*Stirrup Spacing)/(Allowable Stress in Stirrup Steel*Stirrup Area)
Allowable Stress in Stirrup Steel given Area in Legs of Vertical Stirrup
Go Allowable Stress in Stirrup Steel = (Excess Shear*Stirrup Spacing)/(Stirrup Area*Compression to Centroid Reinforcement Distance)
Excess Shear given Area in Legs of Vertical Stirrup
Go Excess Shear = (Stirrup Area*Allowable Stress in Stirrup Steel*Compression to Centroid Reinforcement Distance)/(Stirrup Spacing)
Area Required in Legs of Vertical Stirrup
Go Stirrup Area = (Excess Shear*Stirrup Spacing)/(Allowable Stress in Stirrup Steel*Compression to Centroid Reinforcement Distance)
Stirrups Spacing using Area in Legs of Vertical Stirrup
Go Stirrup Spacing = (Stirrup Area*Allowable Stress in Stirrup Steel*Compression to Centroid Reinforcement Distance)/Excess Shear
Distance from Extreme Compression to Centroid given Nominal Unit Shear Stress
Go Compression to Centroid Reinforcement Distance = Total Shear/(Beam Width for Nominal Shear*Nominal Shear Stress)
Nominal Unit Shear Stress
Go Nominal Shear Stress = Total Shear/(Beam Width for Nominal Shear*Compression to Centroid Reinforcement Distance)
Shear given Nominal Unit Shear Stress
Go Total Shear = Beam Width for Nominal Shear*Compression to Centroid Reinforcement Distance*Nominal Shear Stress

Shear given Nominal Unit Shear Stress Formula

Total Shear = Beam Width for Nominal Shear*Compression to Centroid Reinforcement Distance*Nominal Shear Stress
V = bns*d'*Vn

What is Nominal Unit Shear Stress?

The nominal unit shear stress is the stress which is provided by concrete where the diagonal cracking results from high principle tensile stress in the web.

What is Shear Stress?

Shear stress is a force that tends to cause the deformation of a material by slippage along a plane or planes parallel to the imposed stress.

How to Calculate Shear given Nominal Unit Shear Stress?

Shear given Nominal Unit Shear Stress calculator uses Total Shear = Beam Width for Nominal Shear*Compression to Centroid Reinforcement Distance*Nominal Shear Stress to calculate the Total Shear, The Shear given Nominal Unit Shear Stress formula is defined as it gives the total stress that occurred in a beam. It is calculated by multiplying the width and depth of the beam with the nominal unit shear stress. Total Shear is denoted by V symbol.

How to calculate Shear given Nominal Unit Shear Stress using this online calculator? To use this online calculator for Shear given Nominal Unit Shear Stress, enter Beam Width for Nominal Shear (bns), Compression to Centroid Reinforcement Distance (d') & Nominal Shear Stress (Vn) and hit the calculate button. Here is how the Shear given Nominal Unit Shear Stress calculation can be explained with given input values -> 3000 = 0.015*0.0101*20000000.

FAQ

What is Shear given Nominal Unit Shear Stress?
The Shear given Nominal Unit Shear Stress formula is defined as it gives the total stress that occurred in a beam. It is calculated by multiplying the width and depth of the beam with the nominal unit shear stress and is represented as V = bns*d'*Vn or Total Shear = Beam Width for Nominal Shear*Compression to Centroid Reinforcement Distance*Nominal Shear Stress. Beam Width for Nominal Shear is the shortest/least measurement of the beam, Compression to Centroid Reinforcement Distance is the distance from extreme compression surface to the centroid of compression reinforcement & Nominal Shear Stress is the shear force generated on the structure due to the force imposed on a given cross-sectional area.
How to calculate Shear given Nominal Unit Shear Stress?
The Shear given Nominal Unit Shear Stress formula is defined as it gives the total stress that occurred in a beam. It is calculated by multiplying the width and depth of the beam with the nominal unit shear stress is calculated using Total Shear = Beam Width for Nominal Shear*Compression to Centroid Reinforcement Distance*Nominal Shear Stress. To calculate Shear given Nominal Unit Shear Stress, you need Beam Width for Nominal Shear (bns), Compression to Centroid Reinforcement Distance (d') & Nominal Shear Stress (Vn). With our tool, you need to enter the respective value for Beam Width for Nominal Shear, Compression to Centroid Reinforcement Distance & Nominal Shear Stress and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
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