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Moment Resistance of Concrete when Compressive Force is Given Calculator

Category Engineering ↺
Engineering Civil ↺
Civil Concrete ↺
Concrete Working Stress Design of I and T Beams ↺
✖Total Compression on Steel Ct acting on the section.ⓘ Total Compression on Steel [Ct]
+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 Concrete is the couple produced by the internal forces in a sectional member subjected to bending under the maximum permissible stress.ⓘ Moment Resistance of Concrete when Compressive Force is Given [Mc]
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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

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
Nominal Reinforcement Shear Strength when Stirrups Area for Inclined Stirrups is Given
Nominal strength of Shear Reinforcement=(Stirrup Area*Yield strength of reinforcing steel*Effective depth of beam)*(sin(Angle at Support)+cos(Angle at which the stirrup is inclined))/(Stirrup Spacing) GO
Stirrups Area when Inclined Stirrups are Used
Stirrup Area=(Strength of Shear Reinforcement*Stirrup Spacing)/((sin(Angle at Support)+cos(Angle at which the stirrup is inclined))*Yield strength of reinforcing steel*Effective depth of beam) GO
Moment Resistance of Concrete when Compressive Stress is Given
Moment Resistance of Concrete=(1/2)*Compressive Stress in Extreme Surface of Concrete*Ratio of depth*Ratio of Distance between centroids *Beam Width*(Effective depth of beam)^2 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
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
Moment Resistance of Concrete when Kc is Given
Moment Resistance of Concrete=Modification Factor *Beam Width*(Effective depth of beam)^2 GO

6 Other formulas that calculate the same Output

Moment Resistance of Concrete when Stress in Concrete is Given
Moment Resistance of Concrete=((stress in concrete*Beam Width*Flange Thickness*Ratio of Distance between centroids *Effective depth of beam)/(2*Ratio of Depth of Compression Area to Depth d*Effective depth of beam))*(2*Ratio of Depth of Compression Area to Depth d*Effective depth of beam-Flange Thickness) GO
Moment Resisting Capacity of Concrete
Moment Resistance of Concrete=(( stress in extreme compression surface*value of k*width of beam*distance to centroid of tensile steel)/2)*(distance to centroid of tensile steel-(value of k*distance to centroid of tensile steel)/3) GO
Moment Resistance of Concrete when Compressive Stress is Given
Moment Resistance of Concrete=(1/2)*Compressive Stress in Extreme Surface of Concrete*Ratio of depth*Ratio of Distance between centroids *Beam Width*(Effective depth of beam)^2 GO
Moment Resistance of Concrete when Flange Thickness is Given
Moment Resistance of Concrete=1/2*28 Day Compressive Strength of Concrete*Beam Width*Flange Thickness*(Effective depth of beam-(Flange Thickness/2)) GO
Moment Resistance of Concrete when Kc is Given
Moment Resistance of Concrete=Modification Factor *Beam Width*(Effective depth of beam)^2 GO
Moment Resisting Capacity of Concrete when Bending Moment is Given
Moment Resistance of Concrete=Bending moment-moment resistance compressive steel GO

Moment Resistance of Concrete when Compressive Force is Given Formula

Moment Resistance of Concrete=Total Compression on Steel*Ratio of Distance between centroids *Effective depth of beam
M<sub>c</sub>=C<sub>t</sub>*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 Steel 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 Compressive Force ?

Compressive Force or Compression force occurs when a physical force presses inward on an object, causing it to become compacted.

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.

How to Calculate Moment Resistance of Concrete when Compressive Force is Given?

Moment Resistance of Concrete when Compressive Force is Given calculator uses Moment Resistance of Concrete=Total Compression on Steel*Ratio of Distance between centroids *Effective depth of beam to calculate the Moment Resistance of Concrete, The Moment Resistance of Concrete when Compressive Force is Given formula is defined as the product of Total Compressive Force C, ratio of distance between the centroids of Compression j and Tension and the effective depth of the beam d. Moment Resistance of Concrete and is denoted by Mc symbol.

How to calculate Moment Resistance of Concrete when Compressive Force is Given using this online calculator? To use this online calculator for Moment Resistance of Concrete when Compressive Force is Given, enter Total Compression on Steel (Ct), Ratio of Distance between centroids (j) and Effective depth of beam (d) and hit the calculate button. Here is how the Moment Resistance of Concrete when Compressive Force is Given calculation can be explained with given input values -> 4 = 100*10*4.

FAQ

What is Moment Resistance of Concrete when Compressive Force is Given?
The Moment Resistance of Concrete when Compressive Force is Given formula is defined as the product of Total Compressive Force C, ratio of distance between the centroids of Compression j and Tension and the effective depth of the beam d and is represented as Mc=Ct*j*d or Moment Resistance of Concrete=Total Compression on Steel*Ratio of Distance between centroids *Effective depth of beam. Total Compression on Steel Ct acting on the section, 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 Concrete when Compressive Force is Given?
The Moment Resistance of Concrete when Compressive Force is Given formula is defined as the product of Total Compressive Force C, ratio of distance between the centroids of Compression j and Tension and the effective depth of the beam d is calculated using Moment Resistance of Concrete=Total Compression on Steel*Ratio of Distance between centroids *Effective depth of beam. To calculate Moment Resistance of Concrete when Compressive Force is Given, you need Total Compression on Steel (Ct), Ratio of Distance between centroids (j) and Effective depth of beam (d). With our tool, you need to enter the respective value for Total Compression on Steel, 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 Concrete?
In this formula, Moment Resistance of Concrete uses Total Compression on Steel, Ratio of Distance between centroids and Effective depth of beam. We can use 6 other way(s) to calculate the same, which is/are as follows -
  • Moment Resistance of Concrete=(1/2)*Compressive Stress in Extreme Surface of Concrete*Ratio of depth*Ratio of Distance between centroids *Beam Width*(Effective depth of beam)^2
  • Moment Resistance of Concrete=Modification Factor *Beam Width*(Effective depth of beam)^2
  • Moment Resistance of Concrete=(( stress in extreme compression surface*value of k*width of beam*distance to centroid of tensile steel)/2)*(distance to centroid of tensile steel-(value of k*distance to centroid of tensile steel)/3)
  • Moment Resistance of Concrete=Bending moment-moment resistance compressive steel
  • Moment Resistance of Concrete=((stress in concrete*Beam Width*Flange Thickness*Ratio of Distance between centroids *Effective depth of beam)/(2*Ratio of Depth of Compression Area to Depth d*Effective depth of beam))*(2*Ratio of Depth of Compression Area to Depth d*Effective depth of beam-Flange Thickness)
  • Moment Resistance of Concrete=1/2*28 Day Compressive Strength of Concrete*Beam Width*Flange Thickness*(Effective depth of beam-(Flange Thickness/2))
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