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

Ultimate Strength for Symmetrical Reinforcement
Axial Load Capacity=0.85*28 Day Compressive Strength of Concrete*Width of compression face*Distance from Compression to Tensile Reinforcement*Capacity reduction factor*((-Area ratio of tensile reinforcement)+1-(Eccentricity by method of frame analysis/Distance from Compression to Tensile Reinforcement)+sqrt(((1-(Eccentricity by method of frame analysis/Distance from Compression to Tensile Reinforcement))^2)+2*Area ratio of tensile reinforcement*((Force ratio of strengths of reinforcements-1)*(1-(Distance from Compression to Centroid Reinforcment/Distance from Compression to Tensile Reinforcement))+(Eccentricity by method of frame analysis/Distance from Compression to Tensile Reinforcement)))) GO
Ultimate Strength for No Compression Reinforcement
Axial Load Capacity=0.85*28 Day Compressive Strength of Concrete*Width of compression face*Distance from Compression to Tensile Reinforcement*Capacity reduction factor*((-Area ratio of tensile reinforcement*Force ratio of strengths of reinforcements)+1-(Eccentricity by method of frame analysis/Distance from Compression to Tensile Reinforcement)+sqrt(((1-(Eccentricity by method of frame analysis/Distance from Compression to Tensile Reinforcement))^2)+2*(Area ratio of tensile reinforcement*Eccentricity by method of frame analysis*Force ratio of strengths of reinforcements/Distance from Compression to Tensile Reinforcement))) GO
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
Ultimate Strength for Symmetrical Reinforcement in Single Layers
Axial Load Capacity=Capacity reduction factor*((Area of Compressive Reinforcement*Yield strength of reinforcing steel/((Eccentricity/Distance from Compression to Tensile Reinforcement)-Distance from Compression to Centroid Reinforcment+0.5))+(Width of compression face*Depth of column*28 Day Compressive Strength of Concrete/((3*Depth of column*Eccentricity/(Distance from Compression to Tensile Reinforcement^2))+1.18))) 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
Yield Strength of Reinforcing Steel when Column Ultimate Strength is Given
Yield Strength=(Ultimate strength-0.85*28 Day Compressive Strength of Concrete*(Gross area-Area of Reinforcement))/Area of Reinforcement GO
Column Ultimate Strength with Zero Eccentricity of Load
Ultimate strength=0.85*28 Day Compressive Strength of Concrete*(Gross area-Area of Reinforcement)+Yield Strength*Area of Reinforcement GO
Allowable Bearing Pressure when Full Area of Support is Occupied by Base Plate
Allowable Bearing Pressure=0.35*28 Day Compressive Strength of Concrete 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 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 Flange Thickness is Given Formula

Moment Resistance of Concrete=1/2*28 Day Compressive Strength of Concrete*Beam Width*Flange Thickness*(Effective depth of beam-(Flange Thickness/2))
M<sub>c</sub>=1/2*f<sub>c*b*t*(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 Steel 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 Concrete when Flange Thickness is Given?

Moment Resistance of Concrete when Flange Thickness is Given calculator uses Moment Resistance of Concrete=1/2*28 Day Compressive Strength of Concrete*Beam Width*Flange Thickness*(Effective depth of beam-(Flange Thickness/2)) to calculate the Moment Resistance of Concrete, The Moment Resistance of Concrete when Flange Thickness is Given formula is defined from the parameters of 28 day compressive strength of concrete fc, beam width b, effective depth of the beam d and flange thickness of the beam. Moment Resistance of Concrete and is denoted by Mc symbol.

How to calculate Moment Resistance of Concrete when Flange Thickness is Given using this online calculator? To use this online calculator for Moment Resistance of Concrete when Flange Thickness is Given, enter 28 Day Compressive Strength of Concrete (fc), Beam Width (b), Flange Thickness (t) and Effective depth of beam (d) and hit the calculate button. Here is how the Moment Resistance of Concrete when Flange Thickness is Given calculation can be explained with given input values -> 197.5 = 1/2*100000000*0.01*0.1*(4-(0.1/2)).

FAQ

What is Moment Resistance of Concrete when Flange Thickness is Given?
The Moment Resistance of Concrete when Flange Thickness is Given formula is defined from the parameters of 28 day compressive strength of concrete fc, beam width b, effective depth of the beam d and flange thickness of the beam and is represented as Mc=1/2*fc*b*t*(d-(t/2)) or Moment Resistance of Concrete=1/2*28 Day Compressive Strength of Concrete*Beam Width*Flange Thickness*(Effective depth of beam-(Flange Thickness/2)). 28 Day Compressive Strength of Concrete is defined as the strength of the concrete after 28 days of using it, 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 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 Flange Thickness is Given?
The Moment Resistance of Concrete when Flange Thickness is Given formula is defined from the parameters of 28 day compressive strength of concrete fc, beam width b, effective depth of the beam d and flange thickness of the beam is calculated using Moment Resistance of Concrete=1/2*28 Day Compressive Strength of Concrete*Beam Width*Flange Thickness*(Effective depth of beam-(Flange Thickness/2)). To calculate Moment Resistance of Concrete when Flange Thickness is Given, you need 28 Day Compressive Strength of Concrete (fc), Beam Width (b), Flange Thickness (t) and Effective depth of beam (d). With our tool, you need to enter the respective value for 28 Day Compressive Strength of Concrete, Beam Width, Flange Thickness 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 28 Day Compressive Strength of Concrete, Beam Width, Flange Thickness 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=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)
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