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

Category	Engineering ↺
Engineering	Civil ↺
Civil	Concrete ↺
Concrete	Working Stress Design of Rectangular Beams with Compression Bars ↺

✖moment resistance compressive steel is the moment resisting capacity of the steel subjected to stress.ⓘ moment resistance compressive steel [M'_s]			+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 [M_c]			+10% -10%

✖The 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.ⓘ Bending Moment when Moment Resisting Capacity of Compressive Steel and Concrete is Given [M]

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Mridul Sharma

Indian Institute of Information Technology (IIIT), Bhopal

Mridul Sharma has created this Calculator and 100+ more calculators!

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 (M_c) 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+M_c 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 (M_c). 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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