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Moment Resistance of Steel when Stress and Area are 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 Bending Moment ↺
✖Tensile Stress in Steel is defined as the steel is under tension. The external force per unit area of the material resulting in the stretch of the material is known as tensile stress.ⓘ Tensile Stress in Steel [fs]
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-10%
✖Area of steel reinforcement is the cross sectional area of steel reinforcement.ⓘ Area of steel reinforcement [Ast]
+10%
-10%
✖Ratio of Distance between centroids of Compression and Tension to depth dⓘ Ratio of Distance between centroids [j]
+10%
-10%
✖Effective depth of beam is described as distance from the centroid of tension Steel to theoutermost face of compression fibre.ⓘ Effective depth of beam [d]
+10%
-10%
✖Moment Resistance of Steel at allowable bending momentⓘ Moment Resistance of Steel when Stress and Area are Given [Ms]
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Mithila Muthamma PA
Coorg Institute of Technology (CIT), Coorg
Mithila Muthamma PA has created this Calculator and 400+ 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

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 Short, Circular Members when Governed by Compression
Axial Load Capacity=Capacity reduction factor*((Area of steel reinforcement*Yield strength of reinforcing steel/((3*Eccentricity/Diameter of reinforcement)+1))+(Gross area*28 Day Compressive Strength of Concrete/(9.6*Diameter at eccentricity/((0.8*Overall diameter of section+0.67*Diameter of reinforcement)^2)+1.18))) GO
Ultimate Strength for Short, Square Members when Governed by Compression
Axial Load Capacity=Capacity reduction factor*((Area of steel reinforcement*Yield strength of reinforcing steel/((3*Eccentricity/Diameter of reinforcement)+1))+(Gross area*28 Day Compressive Strength of Concrete/((12*Depth of column*Eccentricity/((Depth of column+0.67*Diameter of reinforcement)^2))+1.18))) GO
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
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
Axial-Load Capacity of Short Rectangular Members
Axial Load Capacity=Resistance Factor*((.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress)+(Area of Compressive Reinforcement*Yeild Strength of Base Plate)-(area of tension reinforcement*Tensile Stress in Steel)) GO
Stirrup Spacing for Practical Design
Spacing of Stirrups=(Stirrup Area*Capacity reduction factor*Yield strength of reinforcing steel*Effective depth of beam)/((Design Shear )-((2*Capacity reduction factor)*sqrt(28 Day Compressive Strength of Concrete)*Breadth of the web*Effective depth of beam)) GO
Stirrup Area when Stirrup Spacing for Practical Design is Given
Stirrup Area=(Spacing of Stirrups)*(Design Shear -(2*Capacity reduction factor*sqrt(28 Day Compressive Strength of Concrete)*Effective depth of beam*Breadth of the web))/(Capacity reduction factor*Yield strength of reinforcing steel*Effective depth of beam) GO
Tensile Reinforcing Bars Perimeters Sum when Bond Stress on Bar Surface is Given
Sum of perimeters=Total Shear/(Ratio j*Effective depth of beam*Bond stress on surface of bar) GO
Total Shear when Bond Stress on Bar Surface is Given
Total Shear=Bond stress on surface of bar*(Ratio j*Effective depth of beam*Sum of perimeters) GO
Bond Stress on Bar Surface
Bond stress on surface of bar=Total Shear/(Ratio j*Effective depth of beam*Sum of perimeters) GO

4 Other formulas that calculate the same Output

Moment Resistance of Steel
Moment Resistance of Steel=(Total Tension*Ratio of Distance between centroids *Effective depth of beam)+(area of tension reinforcement*Tensile Stress in Steel*Ratio of Distance between centroids *Effective depth of beam) GO
Moment Resistance of Steel when Steel Ratio is Given
Moment Resistance of Steel=Tensile Stress in Steel*Steel Ratio*Ratio of Distance between centroids *Beam Width*(Effective depth of beam)^2 GO
Moment Resistance of Steel when Flange Thickness is Given
Moment Resistance of Steel=area of tension reinforcement*Tensile Stress in Steel*(Effective depth of beam-(Flange Thickness/2)) GO
Moment Resistance of Steel when Ks is Given
Moment Resistance of Steel=Modification Factor *Beam Width*(Effective depth of beam)^2 GO

Moment Resistance of Steel when Stress and Area are Given Formula

Moment Resistance of Steel=(Tensile Stress in Steel*Area of steel reinforcement*Ratio of Distance between centroids *Effective depth of beam)
M<sub>s</sub>=(f<sub>s*A<sub>st</sub>*j*d)
More formulas
Moment Resistance of Concrete when Compressive Stress is Given GO
Moment Resistance of Concrete when Kc is Given GO
Moment Resistance of Steel when Steel Ratio is Given GO
Moment Resistance of Steel when Ks is Given GO

What is Moment Resistance?

Moment Resistance is the couple produced by the internal forces in a section subjected to bending under the maximum permissible stress

What is Tensile Stress?

The Tensile Stress is the external force per unit area of the material resulting in the stretch of the material.

How to Calculate Moment Resistance of Steel when Stress and Area are Given?

Moment Resistance of Steel when Stress and Area are Given calculator uses Moment Resistance of Steel=(Tensile Stress in Steel*Area of steel reinforcement*Ratio of Distance between centroids *Effective depth of beam) to calculate the Moment Resistance of Steel, The Moment Resistance of Steel when Stress and Area are Given formula is defined as the product of tensile stress in steel, area of the steel reinforcement, distance between the centroids and effective depth of beam. Moment Resistance of Steel and is denoted by Ms symbol.

How to calculate Moment Resistance of Steel when Stress and Area are Given using this online calculator? To use this online calculator for Moment Resistance of Steel when Stress and Area are Given, enter Tensile Stress in Steel (fs), Area of steel reinforcement (Ast), Ratio of Distance between centroids (j) and Effective depth of beam (d) and hit the calculate button. Here is how the Moment Resistance of Steel when Stress and Area are Given calculation can be explained with given input values -> 274.5862 = (980.664999999931*7*10*4).

FAQ

What is Moment Resistance of Steel when Stress and Area are Given?
The Moment Resistance of Steel when Stress and Area are Given formula is defined as the product of tensile stress in steel, area of the steel reinforcement, distance between the centroids and effective depth of beam and is represented as Ms=(fs*Ast*j*d) or Moment Resistance of Steel=(Tensile Stress in Steel*Area of steel reinforcement*Ratio of Distance between centroids *Effective depth of beam). Tensile Stress in Steel is defined as the steel is under tension. The external force per unit area of the material resulting in the stretch of the material is known as tensile stress, Area of steel reinforcement is the cross sectional area of steel reinforcement, Ratio of Distance between centroids of Compression and Tension to depth d and Effective depth of beam is described as distance from the centroid of tension Steel to theoutermost face of compression fibre.
How to calculate Moment Resistance of Steel when Stress and Area are Given?
The Moment Resistance of Steel when Stress and Area are Given formula is defined as the product of tensile stress in steel, area of the steel reinforcement, distance between the centroids and effective depth of beam is calculated using Moment Resistance of Steel=(Tensile Stress in Steel*Area of steel reinforcement*Ratio of Distance between centroids *Effective depth of beam). To calculate Moment Resistance of Steel when Stress and Area are Given, you need Tensile Stress in Steel (fs), Area of steel reinforcement (Ast), Ratio of Distance between centroids (j) and Effective depth of beam (d). With our tool, you need to enter the respective value for Tensile Stress in Steel, Area of steel reinforcement, Ratio of Distance between centroids and Effective depth of 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 Moment Resistance of Steel?
In this formula, Moment Resistance of Steel uses Tensile Stress in Steel, Area of steel reinforcement, Ratio of Distance between centroids and Effective depth of beam. We can use 4 other way(s) to calculate the same, which is/are as follows -
  • Moment Resistance of Steel=Tensile Stress in Steel*Steel Ratio*Ratio of Distance between centroids *Beam Width*(Effective depth of beam)^2
  • Moment Resistance of Steel=Modification Factor *Beam Width*(Effective depth of beam)^2
  • Moment Resistance of Steel=(Total Tension*Ratio of Distance between centroids *Effective depth of beam)+(area of tension reinforcement*Tensile Stress in Steel*Ratio of Distance between centroids *Effective depth of beam)
  • Moment Resistance of Steel=area of tension reinforcement*Tensile Stress in Steel*(Effective depth of beam-(Flange Thickness/2))
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