Mithila Muthamma PA
Coorg Institute of Technology (CIT), Coorg
Mithila Muthamma PA has created this Calculator and 500+ 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

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
Distance from Extreme Compression to Centroid when Steel Ratio is Given
Distance from Extreme Compression to Centroid =(area of tension reinforcement)/(Beam Width*Steel Ratio) GO
Beam Width when Steel Ratio is Given
Beam Width=(area of tension reinforcement)/(Distance from Extreme Compression to Centroid *Steel Ratio) GO
Steel Ratio
Steel Ratio=(area of tension reinforcement)/(Beam Width*Distance from Extreme Compression to Centroid ) 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

2 Other formulas that calculate the same Output

Tension Reinforcement Area when Axial-Load Capacity of Short Rectangular Members is Given
area of tension reinforcement=((.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress)+(Area of Compressive Reinforcement*Yeild Strength of Base Plate)-(Axial Load Capacity/Resistance Factor))/Tensile Stress in Steel GO
Tension Reinforcement Area when Axial Load for Tied Columns is Given
area of tension reinforcement=(Bending moment)/(0.40*yield strength of reinforcement*(Distance from Compression to Tensile Reinforcement-Distance from Compression to Centroid Reinforcment)) GO

Area of Tension Reinforcement when Steel Ratio is Given Formula

area of tension reinforcement=(Steel Ratio*Beam Width*Distance from Extreme Compression to Centroid )
A<sub>s</sub>=(ρ*b*d)
More formulas
Modular Ratio GO
Compressive Stress in Extreme Concrete Surface GO
Stress in Steel GO
Distance from Extreme Compression to Centroid when Steel Ratio is Given GO
Beam Width when Steel Ratio is Given GO
Steel Ratio GO
Distance between Centroid of Compression and Centroid of Tension GO

What is Tension Reinforcement?

Tension Reinforcement designed to carry tensile stresses such as those in the bottom of a simple beam.

How to Calculate Area of Tension Reinforcement when Steel Ratio is Given?

Area of Tension Reinforcement when Steel Ratio is Given calculator uses area of tension reinforcement=(Steel Ratio*Beam Width*Distance from Extreme Compression to Centroid ) to calculate the area of tension reinforcement, The Area of Tension Reinforcement when Steel Ratio is Given formula is defined as the product of of steel ratio, beam width and the distance from extreme compression to centroid of reinforcement. area of tension reinforcement and is denoted by As symbol.

How to calculate Area of Tension Reinforcement when Steel Ratio is Given using this online calculator? To use this online calculator for Area of Tension Reinforcement when Steel Ratio is Given, enter Steel Ratio (ρ), Beam Width (b) and Distance from Extreme Compression to Centroid (d) and hit the calculate button. Here is how the Area of Tension Reinforcement when Steel Ratio is Given calculation can be explained with given input values -> 0.05 = (50*0.01*0.1).

FAQ

What is Area of Tension Reinforcement when Steel Ratio is Given?
The Area of Tension Reinforcement when Steel Ratio is Given formula is defined as the product of of steel ratio, beam width and the distance from extreme compression to centroid of reinforcement and is represented as As=(ρ*b*d) or area of tension reinforcement=(Steel Ratio*Beam Width*Distance from Extreme Compression to Centroid ). Steel Ratio is defined as ratio of steel to the beam area at which the yielding of steel happens simultaneously with the crushing of concrete, Beam Width is defined as the shortest/least measurement of the beam and Distance from Extreme Compression to Centroid of Reinforcement.
How to calculate Area of Tension Reinforcement when Steel Ratio is Given?
The Area of Tension Reinforcement when Steel Ratio is Given formula is defined as the product of of steel ratio, beam width and the distance from extreme compression to centroid of reinforcement is calculated using area of tension reinforcement=(Steel Ratio*Beam Width*Distance from Extreme Compression to Centroid ). To calculate Area of Tension Reinforcement when Steel Ratio is Given, you need Steel Ratio (ρ), Beam Width (b) and Distance from Extreme Compression to Centroid (d). With our tool, you need to enter the respective value for Steel Ratio, Beam Width and Distance from Extreme Compression to Centroid 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 area of tension reinforcement?
In this formula, area of tension reinforcement uses Steel Ratio, Beam Width and Distance from Extreme Compression to Centroid . We can use 2 other way(s) to calculate the same, which is/are as follows -
  • area of tension reinforcement=((.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress)+(Area of Compressive Reinforcement*Yeild Strength of Base Plate)-(Axial Load Capacity/Resistance Factor))/Tensile Stress in Steel
  • area of tension reinforcement=(Bending moment)/(0.40*yield strength of reinforcement*(Distance from Compression to Tensile Reinforcement-Distance from Compression to Centroid Reinforcment))
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