Total Bending Moment when Unit Stress in Tensile Reinforcing Steel is Given Calculator

Category	Engineering ↺

✖Unit Stress in tensile Reinforcing Steel is defined as the total force acting on the unit area of the body.ⓘ Unit Stress in tensile Reinforcing Steel [f_s]			+10% -10%
✖Moment of Inertia Transformed Beamis defined as the expressing a body's tendency to resist angular acceleration.ⓘ Moment of Inertia Transformed Beam [I]			+10% -10%
✖Elasticity Ratio of Steel to Concrete is defined as the ratio of Modulus of elasticity of steel is to modulus of elasticity of concrete.ⓘ Elasticity Ratio of Steel to Concrete [n]			+10% -10%
✖Distance Neutral to Tensile Reinforcing Steel is defined as the length in between the neutral axis and the tensile reinforcing steel.ⓘ Distance Neutral to Tensile Reinforcing Steel [c_s]			+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.ⓘ Total Bending Moment when Unit Stress in Tensile Reinforcing Steel is Given [M]

⎘ Copy

👎 Report Issue!

👍 Share Now!

You are here:

Kethavath Srinath

Osmania University (OU), Hyderabad

Kethavath Srinath has created this Calculator and 400+ more calculators!

Mridul Sharma

Indian Institute of Information Technology (IIIT), Bhopal

Mridul Sharma has verified this Calculator and 200+ 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

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

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

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

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

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

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 Tensile Reinforcing Steel is Given Formula

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)
M=f<sub>s*I/(n*c<sub>s)

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

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

Total Bending Moment 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 Tensile Reinforcing Steel is Given?

Total Bending Moment when Unit Stress in Tensile Reinforcing Steel is Given calculator uses 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) to calculate the Bending moment, The Total Bending Moment when Unit Stress in Tensile 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 Tensile Reinforcing Steel is Given using this online calculator? To use this online calculator for Total Bending Moment when Unit Stress in Tensile Reinforcing Steel is Given, enter Unit Stress in tensile Reinforcing Steel (f_s), Moment of Inertia Transformed Beam (I), Elasticity Ratio of Steel to Concrete (n) and Distance Neutral to Tensile Reinforcing Steel (c_s) and hit the calculate button. Here is how the Total Bending Moment when Unit Stress in Tensile Reinforcing Steel is Given calculation can be explained with given input values -> 3.333E+11 = 100000000*100/(2*0.015).

FAQ

What is Total Bending Moment when Unit Stress in Tensile Reinforcing Steel is Given?

The Total Bending Moment when Unit Stress in Tensile 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=f_{s*I/(n*c_s)} or 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). Unit Stress in tensile Reinforcing Steel is defined as the total force acting on the unit area of the body, Moment of Inertia Transformed Beamis defined as the expressing a body's tendency to resist angular acceleration, 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 Tensile Reinforcing Steel is defined as the length in between the neutral axis and the tensile reinforcing steel.

How to calculate Total Bending Moment when Unit Stress in Tensile Reinforcing Steel is Given?

The Total Bending Moment when Unit Stress in Tensile 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=Unit Stress in tensile Reinforcing Steel*Moment of Inertia Transformed Beam/(Elasticity Ratio of Steel to Concrete*Distance Neutral to Tensile Reinforcing Steel). To calculate Total Bending Moment when Unit Stress in Tensile Reinforcing Steel is Given, you need Unit Stress in tensile Reinforcing Steel (f_s), Moment of Inertia Transformed Beam (I), Elasticity Ratio of Steel to Concrete (n) and Distance Neutral to Tensile Reinforcing Steel (c_s). With our tool, you need to enter the respective value for Unit Stress in tensile Reinforcing Steel, Moment of Inertia Transformed Beam, Elasticity Ratio of Steel to Concrete and Distance Neutral to Tensile 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 Unit Stress in tensile Reinforcing Steel, Moment of Inertia Transformed Beam, Elasticity Ratio of Steel to Concrete and Distance Neutral to Tensile 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=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)
Bending moment=moment resistance compressive steel+Moment Resistance of Concrete

Facebook
Twitter
WhatsApp
Reddit
LinkedIn
E-Mail

Let Others Know

✖

Facebook

Twitter

Copied!