Distance from Extreme Compression to Centroid when Nominal Unit Shear Stress is Given 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%
✖Nominal shear stress is given by shear force per unit area.ⓘ Nominal shear stress [v_u]			+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 Extreme Compression to Centroid when Nominal Unit Shear Stress is Given [d']

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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

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< 11 Other formulas that you can solve using the same Inputs

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

Cross-Sectional Area of Web Reinforcement

Cross Sectional Area of Web Reinforcement=(Total Shear-Shear that Concrete Could Carry)*Spacing of Stirrups/(Allowable Unit Stress in Web Reinforcement*Depth of the Beam) Go

Shear Carried by Concrete when Cross-Sectional Area of Web Reinforcement is Given

Shear that Concrete Could Carry=Total Shear-(Cross Sectional Area of Web Reinforcement*Allowable Unit Stress in Web Reinforcement*Depth of the Beam/Spacing of Stirrups) 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

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

Distance from Extreme Compression to Centroid when Nominal Unit Shear Stress is Given Formula

Distance from Compression to Centroid Reinforcment=Total Shear/(Beam Width*Nominal shear stress)
d'=V/(b*v<sub>u</sub>)

More formulas

Nominal Unit Shear Stress Go

Shear 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 diagonal cracking results from high tensile stress in the web.

How to Calculate Distance from Extreme Compression to Centroid when Nominal Unit Shear Stress is Given?

Distance from Extreme Compression to Centroid when Nominal Unit Shear Stress is Given calculator uses Distance from Compression to Centroid Reinforcment=Total Shear/(Beam Width*Nominal shear stress) to calculate the Distance from Compression to Centroid Reinforcment, Distance from Extreme Compression to Centroid when Nominal Unit Shear Stress is Given is used to calculate the distance from extreme compression end to the centroid of the beam, in (mm). Distance from Compression to Centroid Reinforcment and is denoted by d' symbol.

How to calculate Distance from Extreme Compression to Centroid when Nominal Unit Shear Stress is Given using this online calculator? To use this online calculator for Distance from Extreme Compression to Centroid when Nominal Unit Shear Stress is Given, enter Total Shear (V), Beam Width (b) and Nominal shear stress (v_u) and hit the calculate button. Here is how the Distance from Extreme Compression to Centroid when Nominal Unit Shear Stress is Given calculation can be explained with given input values -> 1.000E+6 = 100/(0.01*10).

FAQ

What is Distance from Extreme Compression to Centroid when Nominal Unit Shear Stress is Given?

Distance from Extreme Compression to Centroid when Nominal Unit Shear Stress is Given is used to calculate the distance from extreme compression end to the centroid of the beam, in (mm) and is represented as d'=V/(b*v_u) or Distance from Compression to Centroid Reinforcment=Total Shear/(Beam Width*Nominal shear stress). 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 Nominal shear stress is given by shear force per unit area.

How to calculate Distance from Extreme Compression to Centroid when Nominal Unit Shear Stress is Given?

Distance from Extreme Compression to Centroid when Nominal Unit Shear Stress is Given is used to calculate the distance from extreme compression end to the centroid of the beam, in (mm) is calculated using Distance from Compression to Centroid Reinforcment=Total Shear/(Beam Width*Nominal shear stress). To calculate Distance from Extreme Compression to Centroid when Nominal Unit Shear Stress is Given, you need Total Shear (V), Beam Width (b) and Nominal shear stress (v_u). With our tool, you need to enter the respective value for Total Shear, Beam Width 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.

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