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
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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
Moment of Inertia of Transformed Beam Section
Moment of Inertia Transformed Beam=(0.5*Beam Width*(Distance Neutral to face of Concrete ^2))+2*(Elasticity Ratio of Steel to Concrete-1)*Area of Compressive Reinforcement*(Distance Neutral to Compressive Reinforcing Steel^2)+Elasticity Ratio of Steel to Concrete*(Distance Neutral to Tensile Reinforcing Steel^2)*Tensile Reinforcement Area 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
Depth of Beam when Stress in Concrete is Given
Depth of the Beam=sqrt(2*Bending moment/(Ratio k*Ratio j*Beam Width*Stress)) GO
Bending Moment when Stress in Concrete is Given
Bending moment=(Stress*Ratio k*Ratio j*Beam Width*Depth of the Beam^2)/2 GO
Stress in Concrete
Stress=2*Bending moment/(Ratio k*Ratio j*Beam Width*Depth of the Beam^2) GO
Stress in Steel When Cross-Sectional Reinforcing Tensile Area to Beam Area Ratio is Given
Stress=Bending moment/(Ratio p*Ratio j*Beam Width*Depth of the Beam^2) GO
Shearing Unit Stress in a Reinforced Concrete Beam
Shearing Unit Stress=Total Shear/(Beam Width*Depth of the Beam) GO
Total Shear when Shearing Unit Stress in a Reinforced Concrete Beam is Given
Total Shear=Shearing Unit Stress*Beam Width*Depth of the Beam 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 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 Steel Ratio is Given Formula

Moment Resistance of Steel=Tensile Stress in Steel*Steel Ratio*Ratio of Distance between centroids *Beam Width*(Effective depth of beam)^2
M<sub>s</sub>=f<sub>s*ρ*j*b*(d)^2
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 Stress and Area are 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 beam subjected to bending under the maximum permissible stress.

What is Tensile Stress?

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 Steel Ratio is Given?

Moment Resistance of Steel when Steel Ratio is Given calculator uses Moment Resistance of Steel=Tensile Stress in Steel*Steel Ratio*Ratio of Distance between centroids *Beam Width*(Effective depth of beam)^2 to calculate the Moment Resistance of Steel, The Moment Resistance of Steel when Steel Ratio is Given formula is defined by the parameters of Tensile stress in steel, steel ratio, Distance between the Centroids of Compression and Tension and the geometry of the section. Moment Resistance of Steel and is denoted by Ms symbol.

How to calculate Moment Resistance of Steel when Steel Ratio is Given using this online calculator? To use this online calculator for Moment Resistance of Steel when Steel Ratio is Given, enter Tensile Stress in Steel (fs), Steel Ratio (ρ), Ratio of Distance between centroids (j), Beam Width (b) and Effective depth of beam (d) and hit the calculate button. Here is how the Moment Resistance of Steel when Steel Ratio is Given calculation can be explained with given input values -> 78.4532 = 980.664999999931*50*10*0.01*(4)^2.

FAQ

What is Moment Resistance of Steel when Steel Ratio is Given?
The Moment Resistance of Steel when Steel Ratio is Given formula is defined by the parameters of Tensile stress in steel, steel ratio, Distance between the Centroids of Compression and Tension and the geometry of the section and is represented as Ms=fs*ρ*j*b*(d)^2 or Moment Resistance of Steel=Tensile Stress in Steel*Steel Ratio*Ratio of Distance between centroids *Beam Width*(Effective depth of beam)^2. 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, Steel Ratio is defined as ratio of steel to the beam area at which the yielding of steel happens simultaneously with the crushing of concrete, Ratio of Distance between centroids of Compression and Tension to depth d, Beam Width is defined as the shortest/least measurement of the beam 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 Steel Ratio is Given?
The Moment Resistance of Steel when Steel Ratio is Given formula is defined by the parameters of Tensile stress in steel, steel ratio, Distance between the Centroids of Compression and Tension and the geometry of the section is calculated using Moment Resistance of Steel=Tensile Stress in Steel*Steel Ratio*Ratio of Distance between centroids *Beam Width*(Effective depth of beam)^2. To calculate Moment Resistance of Steel when Steel Ratio is Given, you need Tensile Stress in Steel (fs), Steel Ratio (ρ), Ratio of Distance between centroids (j), Beam Width (b) and Effective depth of beam (d). With our tool, you need to enter the respective value for Tensile Stress in Steel, Steel Ratio, Ratio of Distance between centroids , Beam Width 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, Steel Ratio, Ratio of Distance between centroids , Beam Width 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*Area of steel reinforcement*Ratio of Distance between centroids *Effective depth of beam)
  • 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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