Kethavath Srinath
Osmania University (OU), Hyderabad
Kethavath Srinath has created this Calculator and 400+ more calculators!
Rudrani Tidke
Cummins College of Engineering for Women (CCEW), Pune
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11 Other formulas that you can solve using the same Inputs

Deflection for Hollow Rectangle When Load in Middle
Deflection of Beam=(Greatest Safe Load*Length of the Beam^3)/(32*(Sectional Area*(Depth of the Beam^2)-Interior Cross-Sectional Area of Beam*(Interior Depth of the Beam^2))) GO
Deflection for Hollow Rectangle When Load is Distributed
Deflection of Beam=Greatest Safe Load*(Length of the Beam^3)/(52*(Sectional Area*Depth of the Beam^-Interior Cross-Sectional Area of Beam*Interior Depth of the Beam^2)) GO
Greatest Safe Load for Hollow Rectangle When Load is Distributed
Greatest Safe Load=1780*(Sectional Area*Depth of the Beam-Interior Cross-Sectional Area of Beam*Interior Depth of the Beam)/Distance between Supports GO
Greatest Safe Load for Hollow Rectangle When Load in Middle
Greatest Safe Load=(890*(Sectional Area*Depth of the Beam-Interior Cross-Sectional Area of Beam*Interior Depth of the Beam))/Length of the Beam GO
Deflection for Solid Rectangle When Load is Distributed
Deflection of Beam=(Greatest safe distributed load*Length of the Beam^3)/(52*Sectional Area*Depth of the Beam^2) GO
Deflection for Solid Rectangle When Load in Middle
Deflection of Beam=(Greatest Safe Load*Length of the Beam^3)/(32*Sectional Area*Depth of the Beam^2) GO
Strain Energy if moment value is given
Strain Energy=(Bending moment*Bending moment*Length)/(2*Elastic Modulus*Moment of Inertia) GO
Greatest Safe Load for Solid Rectangle When Load is Distributed
Greatest safe distributed load=1780*Sectional Area*Depth of the Beam/Length of the Beam GO
Greatest Safe Load for Solid Cylinder When Load is Distributed
Greatest Safe Load=1333*(Sectional Area*Depth of the Beam)/Length of the Beam GO
Greatest Safe Load for Solid Cylinder When Load in Middle
Greatest Safe Load=(667*Sectional Area*Depth of the Beam)/Length of the Beam GO
Greatest Safe Load for Solid Rectangle When Load in Middle
Greatest Safe Load=890*Sectional Area*Depth of the Beam/Length of the Beam GO

1 Other formulas that calculate the same Output

Compressive Reinforcement Area when Axial-Load Capacity of Short Rectangular Members is Given
Area of Compressive Reinforcement=((Axial Load Capacity/Resistance Factor)-(.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress)+(area of tension reinforcement*Tensile Stress in Steel))/Yeild Strength of Base Plate GO

Cross-Sectional Area of Compressive Reinforcing Formula

Area of Compressive Reinforcement=(Bending moment-Bending Moment Tensile Reinforcing)/Elasticity Ratio of Steel to Concrete*Compressive Stress*Depth of the Beam
A<sub>s</sub>'=(M-M')/n*σ<sub>c*D
More formulas
Stress in Concrete GO
Bending Moment when Stress in Concrete is Given GO
Width of Beam when Stress in Concrete is Given GO
Depth of Beam when Stress in Concrete is Given GO
Stress in Steel When Cross-Sectional Reinforcing Tensile Area to Beam Area Ratio is Given GO
Stress in Steel GO
Depth of Roof and Floor Slabs GO
Depth of Light Beams GO
Depth of Heavy Beams and Girders GO
Total Cross-Sectional Area of Tensile Reinforcing GO
Bending Moment when Total Cross-Sectional Area of Tensile Reinforcing is Given GO
Bending Moment when Cross-Sectional Area of Compressive Reinforcing is Given GO
Moment of Inertia of Transformed Beam Section GO
Distance from Neutral Axis to Tensile Reinforcing Steel when Unit Stress is Given GO
Unit Stress in Tensile Reinforcing Steel GO
Total Bending Moment when Unit Stress in Tensile Reinforcing Steel is Given GO
Moment of Inertia when Unit Stress in Tensile Reinforcing Steel is Given GO
Distance from Neutral Axis to Compressive Reinforcing Steel when Unit Stress is Given GO
Moment of Inertia when Unit Stress in Compressive Reinforcing Steel is Given GO
Total Bending Moment when Unit Stress in Compressive Reinforcing Steel is Given GO
Unit Stress in Compressive Reinforcing Steel GO
Moment of Inertia when Unit Stress in Extreme Fiber of Concrete is Given GO
Distance from Neutral Axis to Face of Concrete when Unit Stress is Given GO
Total Bending Moment when Unit Stress in Extreme Fiber of Concrete is Given GO
Unit Stress in Extreme Fiber of Concrete GO
Shearing Unit Stress in a Reinforced Concrete Beam GO
Total Shear when Shearing Unit Stress in a Reinforced Concrete Beam is Given GO
Width of Beam when Shearing Unit Stress in a Reinforced Concrete Beam is Given GO
Effective Depth of Beam when Shearing Unit Stress in a Reinforced Concrete Beam is Given GO
Cross-Sectional Area of Web Reinforcement GO
Total Shear when Cross-Sectional Area of Web Reinforcement is Given GO
Shear Carried by Concrete when Cross-Sectional Area of Web Reinforcement is Given GO
Effective Depth when Cross-Sectional Area of Web Reinforcement is Given GO
Stirrups Spacing when Cross-Sectional Area of Web Reinforcement is Given GO
Bond Stress on Bar Surface GO
Total Shear when Bond Stress on Bar Surface is Given GO
Beam Effective Depth when Bond Stress on Bar Surface is Given GO
Tensile Reinforcing Bars Perimeters Sum when Bond Stress on Bar Surface is Given GO

Define Compressive Reinforcing?

Reinforced concrete, concrete in which steel is embedded in such a manner that the two materials act together in resisting forces. The reinforcing steel—rods, bars, or mesh—absorbs the tensile, shear, and sometimes the compressive stresses in a concrete structure.

How to Calculate Cross-Sectional Area of Compressive Reinforcing?

Cross-Sectional Area of Compressive Reinforcing calculator uses Area of Compressive Reinforcement=(Bending moment-Bending Moment Tensile Reinforcing)/Elasticity Ratio of Steel to Concrete*Compressive Stress*Depth of the Beam to calculate the Area of Compressive Reinforcement, The Cross-Sectional Area of Compressive Reinforcing formula is defined as the area of a two-dimensional shape that is obtained when a three-dimensional object is sliced perpendicular to some specified axis at a point. . Area of Compressive Reinforcement and is denoted by As' symbol.

How to calculate Cross-Sectional Area of Compressive Reinforcing using this online calculator? To use this online calculator for Cross-Sectional Area of Compressive Reinforcing, enter Bending moment (M), Bending Moment Tensile Reinforcing (M'), Elasticity Ratio of Steel to Concrete (n), Compressive Stress c) and Depth of the Beam (D) and hit the calculate button. Here is how the Cross-Sectional Area of Compressive Reinforcing calculation can be explained with given input values -> -317182.500001 = (50-50000)/2*50*0.254000000001016.

FAQ

What is Cross-Sectional Area of Compressive Reinforcing?
The Cross-Sectional Area of Compressive Reinforcing formula is defined as the area of a two-dimensional shape that is obtained when a three-dimensional object is sliced perpendicular to some specified axis at a point. and is represented as As'=(M-M')/n*σc*D or Area of Compressive Reinforcement=(Bending moment-Bending Moment Tensile Reinforcing)/Elasticity Ratio of Steel to Concrete*Compressive Stress*Depth of the Beam. The Bending moment is the reaction induced in a structural element when an external force or moment is applied to the element, causing the element to bend, Bending Moment Tensile Reinforcing is defined as the bending moment that would be carried by beam of balanced design and same dimensions with tensile reinforcing only, Elasticity Ratio of Steel to Concrete is defined as the ratio of Modulus of elasticity of steel is to modulus of elasticity of concrete, Compressive Stress is the force that is responsible for the deformation of the material such that the volume of the material reduces and Depth of the Beam is the overall depth of the cross section of the beam perpendicular to the axis of the beam.
How to calculate Cross-Sectional Area of Compressive Reinforcing?
The Cross-Sectional Area of Compressive Reinforcing formula is defined as the area of a two-dimensional shape that is obtained when a three-dimensional object is sliced perpendicular to some specified axis at a point. is calculated using Area of Compressive Reinforcement=(Bending moment-Bending Moment Tensile Reinforcing)/Elasticity Ratio of Steel to Concrete*Compressive Stress*Depth of the Beam. To calculate Cross-Sectional Area of Compressive Reinforcing, you need Bending moment (M), Bending Moment Tensile Reinforcing (M'), Elasticity Ratio of Steel to Concrete (n), Compressive Stress c) and Depth of the Beam (D). With our tool, you need to enter the respective value for Bending moment, Bending Moment Tensile Reinforcing, Elasticity Ratio of Steel to Concrete, Compressive Stress and Depth of the Beam 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 Compressive Reinforcement?
In this formula, Area of Compressive Reinforcement uses Bending moment, Bending Moment Tensile Reinforcing, Elasticity Ratio of Steel to Concrete, Compressive Stress and Depth of the Beam. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Area of Compressive Reinforcement=((Axial Load Capacity/Resistance Factor)-(.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress)+(area of tension reinforcement*Tensile Stress in Steel))/Yeild Strength of Base Plate
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