Kethavath Srinath
Osmania University (OU), Hyderabad
Kethavath Srinath has created this Calculator and 300+ more calculators!
Rudrani Tidke
Cummins College of Engineering for Women (CCEW), Pune
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11 Other formulas that you can solve using the same Inputs

Strain Energy if moment value is given
Strain Energy=(Bending moment*Bending moment*Length)/(2*Elastic Modulus*Moment of Inertia) GO
Length over which Deformation Takes Place when Strain Energy in Bending is Given
Length=Strain Energy*(2*Modulus Of Elasticity*Moment of Inertia)/(Bending moment^2) GO
Modulus of Elasticity when Strain Energy in Bending is Given
Modulus Of Elasticity=Length*(Bending moment^2)/(2*Strain Energy*Moment of Inertia) GO
Moment of Inertia when Strain Energy in Bending is Given
Moment of Inertia=Length*(Bending moment^2)/(2*Strain Energy*Modulus Of Elasticity) GO
Strain Energy in Bending
Strain Energy=(Bending moment^2)*Length/(2*Modulus Of Elasticity*Moment of Inertia) GO
Bending Stress
Bending Stress=Bending moment*Distance from the Neutral axis/Moment of Inertia GO
Depth of Beam when Stress in Concrete is Given
Depth of the Beam=sqrt(2*Bending moment/(Ratio k*Ratio j*Beam Width*Stress)) GO
Equivalent Bending Moment
Equivalent Bending Moment=Bending moment+sqrt(Bending moment^(2)+Torque^(2)) GO
Width of Beam when Stress in Concrete is Given
Beam Width=2*Bending moment/(Ratio k*Ratio j*Stress*Depth of the Beam^2) GO
Stress in Concrete
Stress=2*Bending moment/(Ratio k*Ratio j*Beam Width*Depth of the Beam^2) GO
Equivalent Torsional Moment
Equivalent Torsion Moment=sqrt(Bending moment^(2)+Torque^(2)) GO

3 Other formulas that calculate the same Output

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
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
Moment of Inertia when Unit Stress in Extreme Fiber of Concrete is Given
Moment of Inertia Transformed Beam=Bending moment*Distance Neutral to face of Concrete /Unit Stress in Fiber of Concrete GO

Moment of Inertia when Unit Stress in Tensile Reinforcing Steel is Given Formula

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
I=n*M*c<sub>s/f<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
Total Bending Moment 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 Moment of Inretia?

The moment of inertia, otherwise known as the mass moment of inertia, angular mass or rotational inertia, of a rigid body is a quantity that determines the torque needed for a desired angular acceleration about a rotational axis, akin to how mass determines the force needed for a desired acceleration.

How to Calculate Moment of Inertia when Unit Stress in Tensile Reinforcing Steel is Given?

Moment of Inertia when Unit Stress in Tensile Reinforcing Steel is Given calculator uses 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 to calculate the Moment of Inertia Transformed Beam, The Moment of Inertia when Unit Stress in Tensile Reinforcing Steel is Given formula is defined as the quantity expressing a body's tendency to resist angular acceleration. Moment of Inertia Transformed Beam and is denoted by I symbol.

How to calculate Moment of Inertia when Unit Stress in Tensile Reinforcing Steel is Given using this online calculator? To use this online calculator for Moment of Inertia when Unit Stress in Tensile Reinforcing Steel is Given, enter Elasticity Ratio of Steel to Concrete (n), Bending moment (M), Distance Neutral to Tensile Reinforcing Steel (cs) and Unit Stress in tensile Reinforcing Steel (fs) and hit the calculate button. Here is how the Moment of Inertia when Unit Stress in Tensile Reinforcing Steel is Given calculation can be explained with given input values -> 1.500E-8 = 2*50*0.015/100000000.

FAQ

What is Moment of Inertia when Unit Stress in Tensile Reinforcing Steel is Given?
The Moment of Inertia when Unit Stress in Tensile Reinforcing Steel is Given formula is defined as the quantity expressing a body's tendency to resist angular acceleration and is represented as I=n*M*cs/fs or 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. Elasticity Ratio of Steel to Concrete is defined as the ratio of Modulus of elasticity of steel is to modulus of elasticity of concrete, 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, Distance Neutral to Tensile Reinforcing Steel is defined as the length in between the neutral axis and the tensile reinforcing steel and Unit Stress in tensile Reinforcing Steel is defined as the total force acting on the unit area of the body.
How to calculate Moment of Inertia when Unit Stress in Tensile Reinforcing Steel is Given?
The Moment of Inertia when Unit Stress in Tensile Reinforcing Steel is Given formula is defined as the quantity expressing a body's tendency to resist angular acceleration is calculated using 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. To calculate Moment of Inertia when Unit Stress in Tensile Reinforcing Steel is Given, you need Elasticity Ratio of Steel to Concrete (n), Bending moment (M), Distance Neutral to Tensile Reinforcing Steel (cs) and Unit Stress in tensile Reinforcing Steel (fs). With our tool, you need to enter the respective value for Elasticity Ratio of Steel to Concrete, Bending moment, Distance Neutral to Tensile Reinforcing Steel and Unit Stress in 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 Moment of Inertia Transformed Beam?
In this formula, Moment of Inertia Transformed Beam uses Elasticity Ratio of Steel to Concrete, Bending moment, Distance Neutral to Tensile Reinforcing Steel and Unit Stress in tensile Reinforcing Steel. We can use 3 other way(s) to calculate the same, which is/are as follows -
  • 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
  • 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
  • Moment of Inertia Transformed Beam=Bending moment*Distance Neutral to face of Concrete /Unit Stress in Fiber of Concrete
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