Kethavath Srinath
Osmania University (OU), Hyderabad
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Mridul Sharma
Indian Institute of Information Technology (IIIT), Bhopal
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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
Distance from Neutral Axis to Compressive Reinforcing Steel when Unit Stress is Given
Distance Neutral to Compressive Reinforcing Steel=Unit Stress in Compressive Reinforcing Steel*Moment of Inertia Transformed Beam/(2*Elasticity Ratio of Steel to Concrete*Bending moment) GO
Moment of Inertia when Unit Stress in Compressive Reinforcing Steel is Given
Moment of Inertia Transformed Beam=2*Elasticity Ratio of Steel to Concrete*Bending moment*Distance Neutral to Compressive Reinforcing Steel/Unit Stress in Compressive Reinforcing Steel GO
Unit Stress in Compressive Reinforcing Steel
Unit Stress in Compressive Reinforcing Steel=2*Elasticity Ratio of Steel to Concrete*Bending moment*Distance Neutral to Compressive Reinforcing Steel/Moment of Inertia Transformed Beam GO
Distance from Neutral Axis to Tensile Reinforcing Steel when Unit Stress is Given
Distance Neutral to Tensile Reinforcing Steel=Unit Stress in tensile Reinforcing Steel*Moment of Inertia Transformed Beam/(Elasticity Ratio of Steel to Concrete*Bending moment) 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
Moment of Inertia when Unit Stress in Tensile Reinforcing Steel is Given
Moment of Inertia Transformed Beam=Elasticity Ratio of Steel to Concrete*Bending moment*Distance Neutral to Tensile Reinforcing Steel/Unit Stress in tensile Reinforcing Steel GO
Unit Stress in Tensile Reinforcing Steel
Unit Stress in tensile Reinforcing Steel=Elasticity Ratio of Steel to Concrete*Bending moment*Distance Neutral to Tensile Reinforcing Steel/Moment of Inertia Transformed Beam 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
Cross-Sectional Area of Compressive Reinforcing
Area of Compressive Reinforcement=(Bending moment-Bending Moment Tensile Reinforcing)/Elasticity Ratio of Steel to Concrete*Compressive Stress*Depth of the Beam GO
Distance from Neutral Axis to Face of Concrete when Unit Stress is Given
Distance Neutral to face of Concrete =Unit Stress in Fiber of Concrete*Moment of Inertia Transformed Beam/Bending moment 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
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 Moment Resisting Capacity of Compressive Steel and Concrete is Given
Bending moment=moment resistance compressive steel+Moment Resistance of Concrete 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

Total Bending Moment when Unit Stress in Compressive Reinforcing Steel is Given Formula

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)
M=I*f<sub>sc/(2*n*c<sub>sc)
More formulas
Moment of Inertia of Transformed Beam Section GO
Distance from Neutral Axis to Tensile Reinforcing Steel when Unit Stress is Given GO
Unit Stress in Tensile Reinforcing Steel GO
Total Bending Moment when Unit Stress in Tensile Reinforcing Steel is Given GO
Moment of Inertia when Unit Stress in Tensile Reinforcing Steel is Given GO
Distance from Neutral Axis to Compressive Reinforcing Steel when Unit Stress is Given GO
Moment of Inertia when Unit Stress in Compressive Reinforcing Steel is Given GO
Unit Stress in Compressive Reinforcing Steel GO
Moment of Inertia when Unit Stress in Extreme Fiber of Concrete is Given GO
Distance from Neutral Axis to Face of Concrete when Unit Stress is Given GO
Total Bending Moment when Unit Stress in Extreme Fiber of Concrete is Given GO
Unit Stress in Extreme Fiber of Concrete GO

Define Bending Moment?

In solid mechanics, 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 Total Bending Moment when Unit Stress in Compressive Reinforcing Steel is Given?

Total Bending Moment when Unit Stress in Compressive Reinforcing Steel is Given calculator uses 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) to calculate the Bending moment, The Total Bending Moment when Unit Stress in Compressive Reinforcing Steel is Given formula is defined as 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 and is denoted by M symbol.

How to calculate Total Bending Moment when Unit Stress in Compressive Reinforcing Steel is Given using this online calculator? To use this online calculator for Total Bending Moment when Unit Stress in Compressive Reinforcing Steel is Given, enter Moment of Inertia Transformed Beam (I), Unit Stress in Compressive Reinforcing Steel (fsc), Elasticity Ratio of Steel to Concrete (n) and Distance Neutral to Compressive Reinforcing Steel (csc) and hit the calculate button. Here is how the Total Bending Moment when Unit Stress in Compressive Reinforcing Steel is Given calculation can be explained with given input values -> 4.167E+10 = 100*50000000/(2*2*0.03).

FAQ

What is Total Bending Moment when Unit Stress in Compressive Reinforcing Steel is Given?
The Total Bending Moment when Unit Stress in Compressive Reinforcing Steel is Given formula is defined as the reaction induced in a structural element when an external force or moment is applied to the element, causing the element to bend. and is represented as M=I*fsc/(2*n*csc) or 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). Moment of Inertia Transformed Beamis defined as the expressing a body's tendency to resist angular acceleration, Unit Stress in Compressive Reinforcing Steel is defined as total force acting on the unit area of the body, Elasticity Ratio of Steel to Concrete is defined as the ratio of Modulus of elasticity of steel is to modulus of elasticity of concrete and Distance Neutral to Compressive Reinforcing Steel is defined as the length in between the neutral axis and the compressive reinforcing steel.
How to calculate Total Bending Moment when Unit Stress in Compressive Reinforcing Steel is Given?
The Total Bending Moment when Unit Stress in Compressive Reinforcing Steel is Given formula is defined as the reaction induced in a structural element when an external force or moment is applied to the element, causing the element to bend. is calculated using 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). To calculate Total Bending Moment when Unit Stress in Compressive Reinforcing Steel is Given, you need Moment of Inertia Transformed Beam (I), Unit Stress in Compressive Reinforcing Steel (fsc), Elasticity Ratio of Steel to Concrete (n) and Distance Neutral to Compressive Reinforcing Steel (csc). With our tool, you need to enter the respective value for Moment of Inertia Transformed Beam, Unit Stress in Compressive Reinforcing Steel, Elasticity Ratio of Steel to Concrete and Distance Neutral to Compressive Reinforcing 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 Bending moment?
In this formula, Bending moment uses Moment of Inertia Transformed Beam, Unit Stress in Compressive Reinforcing Steel, Elasticity Ratio of Steel to Concrete and Distance Neutral to Compressive Reinforcing Steel. 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=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)
  • Bending moment=moment resistance compressive steel+Moment Resistance of Concrete
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