Mridul Sharma
Indian Institute of Information Technology (IIIT), Bhopal
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Alithea Fernandes
Don Bosco College of Engineering (DBCE), Goa
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2 Other formulas that you can solve using the same Inputs

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 Compressive Steel
moment resistance compressive steel=Bending moment-Moment Resistance of Concrete GO

11 Other formulas that calculate the same Output

Bending moment at a distance x from end A
Bending moment=((Load per unit length*(Length of Shaft^2))/12)+((Load per unit length*(Distance of small section of shaft from end A^2))/2)-((Load per unit length*Length of Shaft*Distance of small section of shaft from end A)/2) GO
Total Bending Moment when Unit Stress in Compressive Reinforcing Steel is Given
Bending moment=Moment of Inertia Transformed Beam*Unit Stress in Compressive Reinforcing Steel/(2*Elasticity Ratio of Steel to Concrete*Distance Neutral to Compressive Reinforcing Steel) GO
Axial Load for Tied Columns
Bending moment=0.40*area of tension reinforcement*yield strength of reinforcement*(Distance from Compression to Tensile Reinforcement-Distance from Compression to Centroid Reinforcment) GO
Maximum bending moment at a distance x from end A
Bending moment=((Load per unit length*(Distance of small section of shaft from end A^2))/2)-((Load per unit length*Length of Shaft*Distance of small section of shaft from end A)/2) GO
Total Bending Moment when Unit Stress in Tensile Reinforcing Steel is Given
Bending moment=Unit Stress in tensile Reinforcing Steel*Moment of Inertia Transformed Beam/(Elasticity Ratio of Steel to Concrete*Distance Neutral to Tensile Reinforcing Steel) GO
Bending Moment when Cross-Sectional Area of Compressive Reinforcing is Given
Bending moment=(Elasticity Ratio of Steel to Concrete*Compressive Stress*Depth of the Beam*Area of Compressive Reinforcement)+Bending Moment Tensile Reinforcing GO
Total Bending Moment when Unit Stress in Extreme Fiber of Concrete is Given
Bending moment=Unit Stress in Fiber of Concrete*Moment of Inertia Transformed Beam/Distance Neutral to face of Concrete GO
Axial Load for Spiral Columns
Bending moment=0.12*Total area*yield strength of reinforcement*Diameter of reinforcement GO
Bending Moment when Strain Energy in Bending is Given
Bending moment=sqrt(Strain Energy*(2*Modulus Of Elasticity*Moment of Inertia)/Length) GO
Bending Moment when Total Cross-Sectional Area of Tensile Reinforcing is Given
Bending moment=Cross sectional area*7*Reinforcement Stress*Depth of the Beam/8 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

Bending Moment when Moment Resisting Capacity of Compressive Steel and Concrete is Given Formula

Bending moment=moment resistance compressive steel+Moment Resistance of Concrete
M=M'<sub>s</sub>+M<sub>c</sub>
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 GO
Moment Resisting Capacity of Concrete when Bending Moment is Given GO
Moment Resisting Capacity of Compressive Steel GO
Moment Resisting Capacity of Compressive Steel when Stress and Area are Given GO

What is bending moment?

A bending moment is the reaction induced in a structural element when an external force or moment is applied to the element, causing the element to bend. The most common or simplest structural element subjected to bending moments is the beam.

How to Calculate Bending Moment when Moment Resisting Capacity of Compressive Steel and Concrete is Given?

Bending Moment when Moment Resisting Capacity of Compressive Steel and Concrete is Given calculator uses Bending moment=moment resistance compressive steel+Moment Resistance of Concrete to calculate the Bending moment, The Bending Moment when Moment Resisting Capacity of Compressive Steel and Concrete is Given formula calculates the reaction induced in beam when we have a prior info of moment-resisting capacities of steel and concrete. Bending moment and is denoted by M symbol.

How to calculate Bending Moment when Moment Resisting Capacity of Compressive Steel and Concrete is Given using this online calculator? To use this online calculator for Bending Moment when Moment Resisting Capacity of Compressive Steel and Concrete is Given, enter moment resistance compressive steel (M's) and Moment Resistance of Concrete (Mc) and hit the calculate button. Here is how the Bending Moment when Moment Resisting Capacity of Compressive Steel and Concrete is Given calculation can be explained with given input values -> 1.010E+6 = 10000+1000000.

FAQ

What is Bending Moment when Moment Resisting Capacity of Compressive Steel and Concrete is Given?
The Bending Moment when Moment Resisting Capacity of Compressive Steel and Concrete is Given formula calculates the reaction induced in beam when we have a prior info of moment-resisting capacities of steel and concrete and is represented as M=M's+Mc or Bending moment=moment resistance compressive steel+Moment Resistance of Concrete. moment resistance compressive steel is the moment resisting capacity of the steel subjected to stress and Moment Resistance of Concrete is the couple produced by the internal forces in a sectional member subjected to bending under the maximum permissible stress.
How to calculate Bending Moment when Moment Resisting Capacity of Compressive Steel and Concrete is Given?
The Bending Moment when Moment Resisting Capacity of Compressive Steel and Concrete is Given formula calculates the reaction induced in beam when we have a prior info of moment-resisting capacities of steel and concrete is calculated using Bending moment=moment resistance compressive steel+Moment Resistance of Concrete. To calculate Bending Moment when Moment Resisting Capacity of Compressive Steel and Concrete is Given, you need moment resistance compressive steel (M's) and Moment Resistance of Concrete (Mc). With our tool, you need to enter the respective value for moment resistance compressive steel and Moment Resistance of Concrete 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 Bending moment?
In this formula, Bending moment uses moment resistance compressive steel and Moment Resistance of Concrete. We can use 11 other way(s) to calculate the same, which is/are as follows -
  • Bending moment=sqrt(Strain Energy*(2*Modulus Of Elasticity*Moment of Inertia)/Length)
  • Bending moment=(Stress*Ratio k*Ratio j*Beam Width*Depth of the Beam^2)/2
  • Bending moment=Cross sectional area*7*Reinforcement Stress*Depth of the Beam/8
  • Bending moment=(Elasticity Ratio of Steel to Concrete*Compressive Stress*Depth of the Beam*Area of Compressive Reinforcement)+Bending Moment Tensile Reinforcing
  • Bending moment=Unit Stress in tensile Reinforcing Steel*Moment of Inertia Transformed Beam/(Elasticity Ratio of Steel to Concrete*Distance Neutral to Tensile Reinforcing Steel)
  • Bending moment=Moment of Inertia Transformed Beam*Unit Stress in Compressive Reinforcing Steel/(2*Elasticity Ratio of Steel to Concrete*Distance Neutral to Compressive Reinforcing Steel)
  • Bending moment=Unit Stress in Fiber of Concrete*Moment of Inertia Transformed Beam/Distance Neutral to face of Concrete
  • Bending moment=0.12*Total area*yield strength of reinforcement*Diameter of reinforcement
  • Bending moment=0.40*area of tension reinforcement*yield strength of reinforcement*(Distance from Compression to Tensile Reinforcement-Distance from Compression to Centroid Reinforcment)
  • Bending moment=((Load per unit length*(Distance of small section of shaft from end A^2))/2)-((Load per unit length*Length of Shaft*Distance of small section of shaft from end A)/2)
  • Bending moment=((Load per unit length*(Length of Shaft^2))/12)+((Load per unit length*(Distance of small section of shaft from end A^2))/2)-((Load per unit length*Length of Shaft*Distance of small section of shaft from end A)/2)
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