Mridul Sharma
Indian Institute of Information Technology (IIIT), Bhopal
Mridul Sharma has created this Calculator and 100+ more calculators!
Rudrani Tidke
Cummins College of Engineering for Women (CCEW), Pune
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11 Other formulas that you can solve using the same Inputs

Stress in Extreme Compression Surface when Moment Resistance is Given
stress in extreme compression surface=2*Moment Resistance in Compression/((value of j*width of beam*(distance to centroid of tensile steel^2))*(value of k+2*value of n*value of rho dash)*(1-(distance to centroid of compressive steel/(value of k*distance to centroid of tensile steel)))) GO
Moment Resistance in Compression
Moment Resistance in Compression=0.5*( stress in extreme compression surface*value of j*width of beam*(distance to centroid of tensile steel^2))*(value of k+2*value of n*value of rho dash*(1-(distance to centroid of compressive steel/(value of k*distance to centroid of tensile steel)))) GO
Distance from Extreme Compression Surface to Neutral Axis
distance to neutral axis=(2*Modular Ratio*area tensile steel*distance to centroid of tensile steel+width of beam*(Flange Thickness^2))/(2*Modular Ratio*area tensile steel+2*width of beam*Flange Thickness) GO
Moment Resisting Capacity of Compressive Steel when Stress and Area are Given
moment resistance compressive steel=2* stress in compressive steel*area compressive steel*(distance to centroid of tensile steel-distance to centroid of compressive steel) GO
Total Compressive Force when Concrete Stress is Given
total compressive force=stress in concrete*(2*distance to neutral axis-Flange Thickness)*(width of beam*Flange Thickness)/(2*distance to neutral axis) GO
Allowable Compressive Stress Parallel to Grain for Intermediate Columns
ACS parallel to grain in given column=ACS in short column of given species*(1-(((Unbraced Length of the member/least dimension)/value of k)^4)/3) GO
Horizontal Shearing Stress in a Rectangular Timber Beam when Notch in the Lower Face
Horizontal Shearing Stress=(3*Total Shear/(2*width of beam*depth of beam above notch))*(Depth of the Beam/depth of beam above notch) GO
Beam Depth when Extreme Fiber Stress for a Rectangular Timber Beam is Given
Height of Beam= sqrt((6*Bending moment)/(Maximum Fiber Stress*width of beam)) GO
Horizontal Shearing Stress in a Rectangular Timber Beam
Horizontal Shearing Stress= (3*Total Shear)/(2*width of beam*Height of Beam) GO
Beam Depth when Horizontal Shearing Stress is Given
Height of Beam= (3*Total Shear)/(2*width of beam*Horizontal Shearing Stress) GO
Total Shear when Horizontal Shearing Stress is Given
Total Shear= (2*Horizontal Shearing Stress*Height of Beam*width of beam)/3 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 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 Compressive Force is Given
Moment Resistance of Concrete=Total Compression on Steel*Ratio of Distance between centroids *Effective depth of beam 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 Resisting Capacity of Concrete Formula

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)
M<sub>c</sub>=((f<sub>c</sub>*k*b*d)/2)*(d-(k*d)/3)
More formulas
Stress in Compressive Steel GO
Equation Based on Linear Variation of Stress and Strain with Distance GO
Total Compressive Force on Beam Cross Section GO
Total Compression on Concrete GO
Force Acting on Compressive Steel GO
Force Acting on Tensile Steel GO
Stress in Tensile Steel to Stress in Extreme Compression Surface Ratio GO
Value of k in Design Reviewing GO
Moment Resistance of Tensile Steel when Force is Given GO
Moment Resistance of Tensile Steel when Area is Given GO
Stress in Tensile Steel when Bending Moment is Given GO
Moment Resistance in Compression GO
Stress in Extreme Compression Surface when Moment Resistance is Given GO
Moment Resisting Capacity of Concrete when Bending Moment is Given GO
Moment Resisting Capacity of Compressive Steel GO
Bending Moment when Moment Resisting Capacity of Compressive Steel and Concrete is Given GO
Moment Resisting Capacity of Compressive Steel when Stress and Area are Given GO

What is meant by moment of resistance?

Moment of resistance is the couple produced by the internal forces in a beam subjected to bending under the maximum permissible stress.

How to Calculate Moment Resisting Capacity of Concrete?

Moment Resisting Capacity of Concrete calculator uses 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) to calculate the Moment Resistance of Concrete, The Moment Resisting Capacity of Concrete formula calculates the resistance capacity for couple produced by internal forces on concrete. Moment Resistance of Concrete and is denoted by Mc symbol.

How to calculate Moment Resisting Capacity of Concrete using this online calculator? To use this online calculator for Moment Resisting Capacity of Concrete, enter stress in extreme compression surface (fc), value of k (k), width of beam (b) and distance to centroid of tensile steel (d) and hit the calculate button. Here is how the Moment Resisting Capacity of Concrete calculation can be explained with given input values -> 8.333E-5 = ((10000000*1*0.001*0.005)/2)*(0.005-(1*0.005)/3).

FAQ

What is Moment Resisting Capacity of Concrete?
The Moment Resisting Capacity of Concrete formula calculates the resistance capacity for couple produced by internal forces on concrete and is represented as Mc=((fc*k*b*d)/2)*(d-(k*d)/3) or 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). stress in extreme compression surface is a measure of stress, value of k is the measure of k, width of beam is the measure of beam width and distance to centroid of tensile steel.
How to calculate Moment Resisting Capacity of Concrete?
The Moment Resisting Capacity of Concrete formula calculates the resistance capacity for couple produced by internal forces on concrete is calculated using 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). To calculate Moment Resisting Capacity of Concrete, you need stress in extreme compression surface (fc), value of k (k), width of beam (b) and distance to centroid of tensile steel (d). With our tool, you need to enter the respective value for stress in extreme compression surface, value of k, width of beam and distance to centroid of tensile 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 Concrete?
In this formula, Moment Resistance of Concrete uses stress in extreme compression surface, value of k, width of beam and distance to centroid of tensile steel. 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=Bending moment-moment resistance compressive steel
  • Moment Resistance of Concrete=Total Compression on Steel*Ratio of Distance between centroids *Effective depth of beam
  • 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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