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

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
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
Tensile Stress in Steel when Axial-Load Capacity of Short Rectangular Members is Given
Tensile Stress in Steel=((.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))/area of tension reinforcement 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
Reinforcement Yield Strength when Axial Load for Tied Columns is Given
yield strength of reinforcement=(Bending moment)/(0.40*area of tension reinforcement*(Distance from Compression to Tensile Reinforcement-Distance from Compression to Centroid Reinforcment)) GO
Axial Load for Tied Columns
Bending moment=0.40*area of tension reinforcement*yield strength of reinforcement*(Distance from Compression to Tensile Reinforcement-Distance from Compression to Centroid Reinforcment) 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 when Stress and Area are Given
Moment Resistance of Steel=(Tensile Stress in Steel*Area of steel reinforcement*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 Formula

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)
M<sub>s</sub>=(T*j*d)+(A<sub>s</sub>*f<sub>s*j*d)
More formulas
Total Compressive Force when Concrete Stress is Given GO
Total Compressive Force when Area and Tensile Steel Stress is Given GO
Distance from Extreme Compression Surface to Neutral Axis GO
Moment Resistance of Concrete when Compressive Force is Given GO
Moment Resistance of Concrete when Stress in Concrete is Given GO
Moment Resistance of Concrete when Flange Thickness is Given GO
Moment Resistance of Steel when Flange Thickness is Given GO

What is Tension?

Tension is a state of stress in which a material is being pulled apart, for example a cable that is attached to a ceiling with a weight fixed to its lower end.

What is Compression in Structures?

Compression in structures are those structures on which compressive load are applied along the length of structure.

How to Calculate Moment Resistance of Steel?

Moment Resistance of Steel calculator uses 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) to calculate the Moment Resistance of Steel, The Moment Resistance of Steel formula is defined as the couple produced by the internal forces in a beam subjected to bending under the maximum permissible stress. Moment Resistance of Steel and is denoted by Ms symbol.

How to calculate Moment Resistance of Steel using this online calculator? To use this online calculator for Moment Resistance of Steel, enter Total Tension (T), Ratio of Distance between centroids (j), Effective depth of beam (d), area of tension reinforcement (As) and Tensile Stress in Steel (fs) and hit the calculate button. Here is how the Moment Resistance of Steel calculation can be explained with given input values -> 396.266 = (100*10*4)+(10*980.664999999931*10*4).

FAQ

What is Moment Resistance of Steel?
The Moment Resistance of Steel formula is defined as the couple produced by the internal forces in a beam subjected to bending under the maximum permissible stress and is represented as Ms=(T*j*d)+(As*fs*j*d) or 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). Total Tension is the force that tries to elongate a body or an object, Ratio of Distance between centroids of Compression and Tension to depth d, Effective depth of beam is described as distance from the centroid of tension Steel to theoutermost face of compression fibre, Area of tension reinforcement is the area of column under tension and 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.
How to calculate Moment Resistance of Steel?
The Moment Resistance of Steel formula is defined as the couple produced by the internal forces in a beam subjected to bending under the maximum permissible stress is calculated using 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). To calculate Moment Resistance of Steel, you need Total Tension (T), Ratio of Distance between centroids (j), Effective depth of beam (d), area of tension reinforcement (As) and Tensile Stress in Steel (fs). With our tool, you need to enter the respective value for Total Tension, Ratio of Distance between centroids , Effective depth of beam, area of tension reinforcement and Tensile Stress in Steel 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 Total Tension, Ratio of Distance between centroids , Effective depth of beam, area of tension reinforcement and Tensile Stress in Steel. We can use 4 other way(s) to calculate the same, which is/are as follows -
  • Moment Resistance of Steel=(Tensile Stress in Steel*Area of steel reinforcement*Ratio of Distance between centroids *Effective depth of beam)
  • 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=area of tension reinforcement*Tensile Stress in Steel*(Effective depth of beam-(Flange Thickness/2))
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