Moment Resistance of Concrete when Stress in Concrete is Given Calculator

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✖stress in concrete is pressure on concrete under stress.ⓘ stress in concrete [f_c]			+10% -10%
✖Beam Width is defined as the shortest/least measurement of the beam.ⓘ Beam Width [b]			+10% -10%
✖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.ⓘ Flange Thickness [t]			+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%
✖Ratio of Depth of Compression Area to Depth dⓘ Ratio of Depth of Compression Area to Depth d [k]			+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 Stress in Concrete is Given [M_c]

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Moment Resistance of Concrete when Stress in Concrete is Given

Mithila Muthamma PA

Coorg Institute of Technology (CIT), Coorg

Mithila Muthamma PA has created this Calculator and 400+ more calculators!

Chandana P Dev

NSS College of Engineering (NSSCE), Palakkad

Chandana P Dev has verified this Calculator and 400+ more calculators!

< 11 Other formulas that you can solve using the same Inputs

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

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

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

Effective Depth of Beam when Shearing Unit Stress in a Reinforced Concrete Beam is Given

Depth of the Beam=Total Shear/(Beam Width*Shearing Unit Stress) 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

< 6 Other formulas that calculate the same Output

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 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 Resistance of Concrete when Stress in Concrete is Given Formula

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)
M<sub>c</sub>=((f<sub>c</sub>*b*t*j*d)/(2*k*d))*(2*k*d-t)

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 Flange Thickness is Given GO

Moment Resistance of Steel when Flange Thickness is Given GO

What is Moment Resistance?

Moment Resistance 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 Stress in Concrete is Given?

Moment Resistance of Concrete when Stress in Concrete is Given calculator uses 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) to calculate the Moment Resistance of Concrete, The Moment Resistance of Concrete when Stress in Concrete is Given formula is defined as moment resistance of the concrete when Stress in Concrete fc and geometrical specifications of the section is known. Moment Resistance of Concrete and is denoted by M_c symbol.

How to calculate Moment Resistance of Concrete when Stress in Concrete is Given using this online calculator? To use this online calculator for Moment Resistance of Concrete when Stress in Concrete is Given, enter stress in concrete (f_c), Beam Width (b), Flange Thickness (t), Ratio of Distance between centroids (j), Effective depth of beam (d) and Ratio of Depth of Compression Area to Depth d (k) and hit the calculate button. Here is how the Moment Resistance of Concrete when Stress in Concrete is Given calculation can be explained with given input values -> 39.5 = ((1000000*0.01*0.1*10*4)/(2*1*4))*(2*1*4-0.1).

FAQ

What is Moment Resistance of Concrete when Stress in Concrete is Given?

The Moment Resistance of Concrete when Stress in Concrete is Given formula is defined as moment resistance of the concrete when Stress in Concrete fc and geometrical specifications of the section is known and is represented as M_c=((f_c*b*t*j*d)/(2*k*d))*(2*k*d-t) or 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). stress in concrete is pressure on concrete under stress, Beam Width is defined as the shortest/least measurement of the beam, 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, 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 and Ratio of Depth of Compression Area to Depth d.

How to calculate Moment Resistance of Concrete when Stress in Concrete is Given?

The Moment Resistance of Concrete when Stress in Concrete is Given formula is defined as moment resistance of the concrete when Stress in Concrete fc and geometrical specifications of the section is known is calculated using 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). To calculate Moment Resistance of Concrete when Stress in Concrete is Given, you need stress in concrete (f_c), Beam Width (b), Flange Thickness (t), Ratio of Distance between centroids (j), Effective depth of beam (d) and Ratio of Depth of Compression Area to Depth d (k). With our tool, you need to enter the respective value for stress in concrete, Beam Width, Flange Thickness, Ratio of Distance between centroids , Effective depth of beam and Ratio of Depth of Compression Area to Depth d 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 concrete, Beam Width, Flange Thickness, Ratio of Distance between centroids , Effective depth of beam and Ratio of Depth of Compression Area to Depth d. 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=Total Compression on Steel*Ratio of Distance between centroids *Effective depth of beam
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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