Chandana P Dev
NSS College of Engineering (NSSCE), Palakkad
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Himanshi Sharma
Bhilai Institute of Technology (BIT), Raipur
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11 Other formulas that you can solve using the same Inputs

Bending Moment Capacity of Rectangular Beam
Bending moment of considered section=0.90*((Area of steel required-Area of compression reinforcement)*yield strength of reinforcement*(Centroidal distance of tension reinforcement-(Depth of Rectangular Stress Distribution/2))+(Area of compression reinforcement*yield strength of reinforcement*(Centroidal distance of tension reinforcement-Effective cover))) GO
Spacing when Area of Steel in Vertical Stirrups is Given
Stirrup Spacing=(Area of steel required*yield strength of reinforcement*Centroidal distance of tension reinforcement*Capacity reduction factor)/((Shear force in considered section)-(2*Capacity reduction factor*sqrt(28 Day Compressive Strength of Concrete)*Width of beam web*Centroidal distance of tension reinforcement)) GO
Bending-Moment Capacity of Ultimate Strength when Beam Width is Given
Bending moment of considered section=0.90*(Area of steel required*yield strength of reinforcement*Centroidal distance of tension reinforcement*(1-(0.59*((Tension reinforcement ratio*yield strength of reinforcement))/28 Day Compressive Strength of Concrete))) GO
Bending-Moment Capacity of Ultimate Strength when Area of Tension Reinforcement is Given
Bending moment of considered section=0.90*(Area of steel required*yield strength of reinforcement*(Centroidal distance of tension reinforcement-(Depth of Rectangular Stress Distribution/2))) GO
Depth of Equivalent Rectangular Compressive Stress Distribution
Depth of Rectangular Stress Distribution=((Area of steel required-Area of compression reinforcement)*yield strength of reinforcement)/(28 Day Compressive Strength of Concrete*Beam Width) GO
Stress in Compressive Steel
stress in compressive steel=(Distance from compression fiber to NA-Effective cover/(Centroidal distance of tension reinforcement-Distance from compression fiber to NA))*(2*steel stress) GO
Nominal Reinforcement Shear Strength when Area of Steel in Vertical Stirrups is Given
Nominal shear strength by reinforcement=(Area of steel required*yield strength of reinforcement*Centroidal distance of tension reinforcement)/(Stirrup Spacing) GO
Distance from Extreme Compression Surface to Neutral Axis in Compression Failure
Neutral axis depth=(0.003*Effective depth)/((steel stress/modulus of elasticity)+0.003) GO
Stress in Tensile Steel when Bending Moment is Given
steel stress=(Bending Moment )/(Area of steel required*Distance between reinforcements) GO
Moment Resistance of Tensile Steel when Force is Given
Moment resistance of tensile steel=(Force on steel*Distance between reinforcements) GO
Equation Based on Linear Variation of Stress and Strain with Distance
Ratio of depth=1/(1+(steel stress/(Modular Ratio*Compressive stress of concrete))) GO

1 Other formulas that calculate the same Output

Moment Resistance of Tensile Steel when Force is Given
Moment resistance of tensile steel=(Force on steel*Distance between reinforcements) GO

Moment Resistance of Tensile Steel when Area is Given Formula

Moment resistance of tensile steel=(Area of steel required)*(steel stress)*(Distance between reinforcements)
M<sub>s</sub>=(A<sub>s</sub>)*(f<sub>s</sub>)*(j<sub>d</sub>)
More formulas
Stress in Compressive Steel GO
Equation Based on Linear Variation of Stress and Strain with Distance GO
Total Compressive Force on Beam Cross Section GO
Total Compression on Concrete GO
Force Acting on Compressive Steel GO
Force Acting on Tensile Steel GO
Stress in Tensile Steel to Stress in Extreme Compression Surface Ratio GO
Value of k in Design Reviewing GO
Moment Resistance of Tensile Steel when Force is Given GO
Stress in Tensile Steel when Bending Moment is Given GO
Moment Resistance in Compression GO
Stress in Extreme Compression Surface when Moment Resistance is Given GO
Moment Resisting Capacity of Concrete GO
Moment Resisting Capacity of Concrete when Bending Moment is Given GO
Moment Resisting Capacity of Compressive Steel GO
Bending Moment when Moment Resisting Capacity of Compressive Steel and Concrete is Given GO
Moment Resisting Capacity of Compressive Steel when Stress and Area are Given GO

Why is it important to find the moment resistance of tensile reinforcement?

It is found that even if the area of tensile steel reinforcement is doubled, the moment of resistance of the beam increases only by about 22%. Steel reinforcement bars or rebars are used to improve the concrete's tensile strength, as concrete is very low in tension but strong in compression. But it do improve the capacity of section.

How to Calculate Moment Resistance of Tensile Steel when Area is Given?

Moment Resistance of Tensile Steel when Area is Given calculator uses Moment resistance of tensile steel=(Area of steel required)*(steel stress)*(Distance between reinforcements) to calculate the Moment resistance of tensile steel, The Moment Resistance of Tensile Steel when Area is Given formula is defined for finding the resistance provided by the tension reinforcement against the failure loads acting. . Moment resistance of tensile steel and is denoted by Ms symbol.

How to calculate Moment Resistance of Tensile Steel when Area is Given using this online calculator? To use this online calculator for Moment Resistance of Tensile Steel when Area is Given, enter Area of steel required (As), steel stress (fs) and Distance between reinforcements (jd) and hit the calculate button. Here is how the Moment Resistance of Tensile Steel when Area is Given calculation can be explained with given input values -> 3.447379 = (0.0001)*(689475729.310432)*(0.05).

FAQ

What is Moment Resistance of Tensile Steel when Area is Given?
The Moment Resistance of Tensile Steel when Area is Given formula is defined for finding the resistance provided by the tension reinforcement against the failure loads acting. and is represented as Ms=(As)*(fs)*(jd) or Moment resistance of tensile steel=(Area of steel required)*(steel stress)*(Distance between reinforcements). Area of steel required is the amount of steel required for resisting the shear or diagonal stress as stirrups. , steel stress is the stress developed in steel and Distance between reinforcements is the distance between the centroid of tension reinforcement and compression reinforcement in a doubly reinforced section. .
How to calculate Moment Resistance of Tensile Steel when Area is Given?
The Moment Resistance of Tensile Steel when Area is Given formula is defined for finding the resistance provided by the tension reinforcement against the failure loads acting. is calculated using Moment resistance of tensile steel=(Area of steel required)*(steel stress)*(Distance between reinforcements). To calculate Moment Resistance of Tensile Steel when Area is Given, you need Area of steel required (As), steel stress (fs) and Distance between reinforcements (jd). With our tool, you need to enter the respective value for Area of steel required, steel stress and Distance between reinforcements 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 Moment resistance of tensile steel?
In this formula, Moment resistance of tensile steel uses Area of steel required, steel stress and Distance between reinforcements. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Moment resistance of tensile steel=(Force on steel*Distance between reinforcements)
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