Ishita Goyal
Meerut Institute of Engineering and Technology (MIET), Meerut
Ishita Goyal has created this Calculator and 100+ more calculators!
Himanshi Sharma
Bhilai Institute of Technology (BIT), Raipur
Himanshi Sharma has verified this Calculator and 500+ more calculators!

11 Other formulas that you can solve using the same Inputs

Ultimate Strength for Symmetrical Reinforcement
Axial Load Capacity=0.85*28 Day Compressive Strength of Concrete*Width of compression face*Distance from Compression to Tensile Reinforcement*Capacity reduction factor*((-Area ratio of tensile reinforcement)+1-(Eccentricity by method of frame analysis/Distance from Compression to Tensile Reinforcement)+sqrt(((1-(Eccentricity by method of frame analysis/Distance from Compression to Tensile Reinforcement))^2)+2*Area ratio of tensile reinforcement*((Force ratio of strengths of reinforcements-1)*(1-(Distance from Compression to Centroid Reinforcment/Distance from Compression to Tensile Reinforcement))+(Eccentricity by method of frame analysis/Distance from Compression to Tensile Reinforcement)))) GO
Balanced Moment when Φ is Given
Balanced Moment=Resistance Factor*((.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress*(Distance from Compression to Tensile Reinforcement-Distance from Plastic to Tensile Reinforcement-Depth Rectangular Compressive Stress/2))+(Area of Compressive Reinforcement*Yeild Strength of Base Plate*(Distance from Compression to Tensile Reinforcement-Distance from Compression to Centroid Reinforcment-Distance from Plastic to Tensile Reinforcement))+(area of tension reinforcement*Tensile Stress in Steel*Distance from Plastic to Tensile Reinforcement)) GO
Ultimate Strength for Symmetrical Reinforcement in Single Layers
Axial Load Capacity=Capacity reduction factor*((Area of Compressive Reinforcement*Yield strength of reinforcing steel/((Eccentricity/Distance from Compression to Tensile Reinforcement)-Distance from Compression to Centroid Reinforcment+0.5))+(Width of compression face*Depth of column*28 Day Compressive Strength of Concrete/((3*Depth of column*Eccentricity/(Distance from Compression to Tensile Reinforcement^2))+1.18))) GO
Moment of Inertia of Transformed Beam Section
Moment of Inertia Transformed Beam=(0.5*Beam Width*(Distance Neutral to face of Concrete ^2))+2*(Elasticity Ratio of Steel to Concrete-1)*Area of Compressive Reinforcement*(Distance Neutral to Compressive Reinforcing Steel^2)+Elasticity Ratio of Steel to Concrete*(Distance Neutral to Tensile Reinforcing Steel^2)*Tensile Reinforcement Area GO
Depth of Beam when Stress in Concrete is Given
Depth of the Beam=sqrt(2*Bending moment/(Ratio k*Ratio j*Beam Width*Stress)) GO
Bending Moment when Stress in Concrete is Given
Bending moment=(Stress*Ratio k*Ratio j*Beam Width*Depth of the Beam^2)/2 GO
Stress in Concrete
Stress=2*Bending moment/(Ratio k*Ratio j*Beam Width*Depth of the Beam^2) GO
Stress in Steel When Cross-Sectional Reinforcing Tensile Area to Beam Area Ratio is Given
Stress=Bending moment/(Ratio p*Ratio j*Beam Width*Depth of the Beam^2) GO
Effective Depth of Beam when Shearing Unit Stress in a Reinforced Concrete Beam is Given
Depth of the Beam=Total Shear/(Beam Width*Shearing Unit Stress) GO
Shearing Unit Stress in a Reinforced Concrete Beam
Shearing Unit Stress=Total Shear/(Beam Width*Depth of the Beam) GO
Total Shear when Shearing Unit Stress in a Reinforced Concrete Beam is Given
Total Shear=Shearing Unit Stress*Beam Width*Depth of the Beam GO

4 Other formulas that calculate the same Output

Total Shear when Cross-Sectional Area of Web Reinforcement is Given
Total Shear=(Cross Sectional Area of Web Reinforcement*Allowable Unit Stress in Web Reinforcement*Depth of the Beam/Spacing of Stirrups)+Shear that Concrete Could Carry GO
Total Shear when Bond Stress on Bar Surface is Given
Total Shear=Bond stress on surface of bar*(Ratio j*Effective depth of beam*Sum of perimeters) GO
Total Shear when Horizontal Shearing Stress is Given
Total Shear= (2*Horizontal Shearing Stress*Height of Beam*width of beam)/3 GO
Total Shear when Shearing Unit Stress in a Reinforced Concrete Beam is Given
Total Shear=Shearing Unit Stress*Beam Width*Depth of the Beam GO

Shear when Nominal Unit Shear Stress is Given Formula

Total Shear=Beam Width*Distance from Compression to Centroid Reinforcment*Nominal shear stress
V=b*d'*v<sub>u</sub>
More formulas
Nominal Unit Shear Stress GO
Distance from Extreme Compression to Centroid when Nominal Unit Shear Stress is Given GO
Beam Width when Nominal Unit Shear Stress is Given GO
Area Required in Legs of a Vertical Stirrup GO
Excess Shear when Area in Legs of a Vertical Stirrup is Given GO
Stirrups Spacing when Area in Legs of a Vertical Stirrup is Given GO
Distance from Extreme Compression to Centroid when Area in Legs of a Vertical Stirrup is Given GO
Allowable Stress in Stirrup Steel when Area in Legs of a Vertical Stirrup is Given GO
Stirrups Spacing when Stirrup Leg Area is Given for Group of Bars Bent up Different Distances GO
Excess Shear when Stirrup Leg Area is Given for Group of Bars Bent up Different Distances GO
Vertical Stirrup Leg Area when Group of Bars is Bent at Different Distances GO
Excess Shear when Vertical Stirrup Leg Area is Given for Single Bar Bent at Angle α GO
Vertical Stirrup Leg Area when Single Bar is Bent at an Angle α GO

What is nominal unit shear stress?

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.

How to Calculate Shear when Nominal Unit Shear Stress is Given?

Shear when Nominal Unit Shear Stress is Given calculator uses Total Shear=Beam Width*Distance from Compression to Centroid Reinforcment*Nominal shear stress to calculate the Total Shear, Shear when Nominal Unit Shear Stress is Given formula gives the total stress occurred in a beam. It is calculated by multiplying the width and depth of the beam with the nominal unit shear stress. Total Shear and is denoted by V symbol.

How to calculate Shear when Nominal Unit Shear Stress is Given using this online calculator? To use this online calculator for Shear when Nominal Unit Shear Stress is Given, enter Beam Width (b), Distance from Compression to Centroid Reinforcment (d') and Nominal shear stress (vu) and hit the calculate button. Here is how the Shear when Nominal Unit Shear Stress is Given calculation can be explained with given input values -> 0.001 = 0.01*0.01*10.

FAQ

What is Shear when Nominal Unit Shear Stress is Given?
Shear when Nominal Unit Shear Stress is Given formula gives the total stress 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=b*d'*vu or Total Shear=Beam Width*Distance from Compression to Centroid Reinforcment*Nominal shear stress. Beam Width is defined as the shortest/least measurement of the beam, Distance from Compression to Centroid Reinforcment is defined as the distance from extreme compression surface to the centroid of compression reinforcement, in (mm) and Nominal shear stress is given by shear force per unit area.
How to calculate Shear when Nominal Unit Shear Stress is Given?
Shear when Nominal Unit Shear Stress is Given formula gives the total stress 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*Distance from Compression to Centroid Reinforcment*Nominal shear stress. To calculate Shear when Nominal Unit Shear Stress is Given, you need Beam Width (b), Distance from Compression to Centroid Reinforcment (d') and Nominal shear stress (vu). With our tool, you need to enter the respective value for Beam Width, Distance from Compression to Centroid Reinforcment and Nominal shear stress and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
How many ways are there to calculate Total Shear?
In this formula, Total Shear uses Beam Width, Distance from Compression to Centroid Reinforcment and Nominal shear stress. We can use 4 other way(s) to calculate the same, which is/are as follows -
  • Total Shear=Shearing Unit Stress*Beam Width*Depth of the Beam
  • Total Shear=(Cross Sectional Area of Web Reinforcement*Allowable Unit Stress in Web Reinforcement*Depth of the Beam/Spacing of Stirrups)+Shear that Concrete Could Carry
  • Total Shear=Bond stress on surface of bar*(Ratio j*Effective depth of beam*Sum of perimeters)
  • Total Shear= (2*Horizontal Shearing Stress*Height of Beam*width of beam)/3
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