Mithila Muthamma PA
Coorg Institute of Technology (CIT), Coorg
Mithila Muthamma PA has created this Calculator and 300+ 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
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 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 Ks is Given
Moment Resistance of Steel=Modification Factor *Beam Width*(Effective depth of beam)^2 GO

Moment Resistance of Steel when Flange Thickness is Given Formula

Moment Resistance of Steel=area of tension reinforcement*Tensile Stress in Steel*(Effective depth of beam-(Flange Thickness/2))
M<sub>s</sub>=A<sub>s</sub>*f<sub>s*(d-(t/2))
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 Steel 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

What is Flange in Beam Section ?

Flange in a beam is a protruded ridge, lip or rim, either external or internal of a beam such as an I-beam or a T-beam.

What is a T-beam ?

A T-beam, used in construction, is a load-bearing structure of reinforced concrete, wood or metal, with a T-shaped cross section.

How to Calculate Moment Resistance of Steel when Flange Thickness is Given?

Moment Resistance of Steel when Flange Thickness is Given calculator uses Moment Resistance of Steel=area of tension reinforcement*Tensile Stress in Steel*(Effective depth of beam-(Flange Thickness/2)) to calculate the Moment Resistance of Steel, The Moment Resistance of Steel when Flange Thickness is Given formula is defined from the parameters of area of tension reinforcement As, stress in steel fs, effective depth of the beam d and flange thickness t of the beam. Moment Resistance of Steel and is denoted by Ms symbol.

How to calculate Moment Resistance of Steel when Flange Thickness is Given using this online calculator? To use this online calculator for Moment Resistance of Steel when Flange Thickness is Given, enter area of tension reinforcement (As), Tensile Stress in Steel (fs), Effective depth of beam (d) and Flange Thickness (t) and hit the calculate button. Here is how the Moment Resistance of Steel when Flange Thickness is Given calculation can be explained with given input values -> 38.73627 = 10*980.664999999931*(4-(0.1/2)).

FAQ

What is Moment Resistance of Steel when Flange Thickness is Given?
The Moment Resistance of Steel when Flange Thickness is Given formula is defined from the parameters of area of tension reinforcement As, stress in steel fs, effective depth of the beam d and flange thickness t of the beam and is represented as Ms=As*fs*(d-(t/2)) or Moment Resistance of Steel=area of tension reinforcement*Tensile Stress in Steel*(Effective depth of beam-(Flange Thickness/2)). Area of tension reinforcement is the area of column under tension, 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, Effective depth of beam is described as distance from the centroid of tension Steel to theoutermost face of compression fibre and Flange Thickness is the thickness of flange in a protruded ridge, lip or rim, either external or internal of a beam such as an I-beam or a T-beam.
How to calculate Moment Resistance of Steel when Flange Thickness is Given?
The Moment Resistance of Steel when Flange Thickness is Given formula is defined from the parameters of area of tension reinforcement As, stress in steel fs, effective depth of the beam d and flange thickness t of the beam is calculated using Moment Resistance of Steel=area of tension reinforcement*Tensile Stress in Steel*(Effective depth of beam-(Flange Thickness/2)). To calculate Moment Resistance of Steel when Flange Thickness is Given, you need area of tension reinforcement (As), Tensile Stress in Steel (fs), Effective depth of beam (d) and Flange Thickness (t). With our tool, you need to enter the respective value for area of tension reinforcement, Tensile Stress in Steel, Effective depth of beam and Flange Thickness 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 area of tension reinforcement, Tensile Stress in Steel, Effective depth of beam and Flange Thickness. 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=(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)
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