Nominal Unit Shear Stress Calculator

Category	Engineering ↺
Engineering	Civil ↺
Civil	Concrete ↺
Concrete	Working Stress Design of Tension Reinforced Rectangular Beams ↺
Working-Stress-Design-Of-Tension-Reinforced-Rectangular-Beams	Allowable Shear ↺

✖Total Shear is defined as the total shear force acting on the body.ⓘ Total Shear [V]			+10% -10%
✖Beam Width is defined as the shortest/least measurement of the beam.ⓘ Beam Width [b]			+10% -10%
✖Distance from Compression to Centroid Reinforcment is defined as the distance from extreme compression surface to the centroid of compression reinforcement, in (mm).ⓘ Distance from Compression to Centroid Reinforcment [d']			+10% -10%

✖Shearing Unit Stress is defined as the total force acting on a unit area of the body .ⓘ Nominal Unit Shear Stress [v]

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Nominal Unit Shear Stress

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

Width of Beam when Shearing Unit Stress in a Reinforced Concrete Beam is Given

Beam Width=Total Shear/(Depth of the Beam*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

< 1 Other formulas that calculate the same Output

Shearing Unit Stress in a Reinforced Concrete Beam

Shearing Unit Stress=Total Shear/(Beam Width*Depth of the Beam) GO

Nominal Unit Shear Stress Formula

Shearing Unit Stress=Total Shear/(Beam Width*Distance from Compression to Centroid Reinforcment)
v=V/(b*d')

More formulas

Shear when Nominal Unit Shear Stress is Given 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 shear stress?

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

How to Calculate Nominal Unit Shear Stress?

Nominal Unit Shear Stress calculator uses Shearing Unit Stress=Total Shear/(Beam Width*Distance from Compression to Centroid Reinforcment) to calculate the Shearing Unit Stress, Nominal Unit Shear Stress formula is defined as the stress which is provided by concrete where diagonal cracking results from high principal tensile stress in the web. Shearing Unit Stress and is denoted by v symbol.

How to calculate Nominal Unit Shear Stress using this online calculator? To use this online calculator for Nominal Unit Shear Stress, enter Total Shear (V), Beam Width (b) and Distance from Compression to Centroid Reinforcment (d') and hit the calculate button. Here is how the Nominal Unit Shear Stress calculation can be explained with given input values -> 1 = 100/(0.01*0.01).

FAQ

What is Nominal Unit Shear Stress?

Nominal Unit Shear Stress formula is defined as the stress which is provided by concrete where diagonal cracking results from high principal tensile stress in the web and is represented as v=V/(b*d') or Shearing Unit Stress=Total Shear/(Beam Width*Distance from Compression to Centroid Reinforcment). Total Shear is defined as the total shear force acting on the body, Beam Width is defined as the shortest/least measurement of the beam and Distance from Compression to Centroid Reinforcment is defined as the distance from extreme compression surface to the centroid of compression reinforcement, in (mm).

How to calculate Nominal Unit Shear Stress?

Nominal Unit Shear Stress formula is defined as the stress which is provided by concrete where diagonal cracking results from high principal tensile stress in the web is calculated using Shearing Unit Stress=Total Shear/(Beam Width*Distance from Compression to Centroid Reinforcment). To calculate Nominal Unit Shear Stress, you need Total Shear (V), Beam Width (b) and Distance from Compression to Centroid Reinforcment (d'). With our tool, you need to enter the respective value for Total Shear, Beam Width and Distance from Compression to Centroid Reinforcment 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 Shearing Unit Stress?

In this formula, Shearing Unit Stress uses Total Shear, Beam Width and Distance from Compression to Centroid Reinforcment. We can use 1 other way(s) to calculate the same, which is/are as follows -

Shearing Unit Stress=Total Shear/(Beam Width*Depth of the Beam)

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