Kethavath Srinath
Osmania University (OU), Hyderabad
Kethavath Srinath has created this Calculator and 300+ more calculators!
Mridul Sharma
Indian Institute of Information Technology (IIIT), Bhopal
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11 Other formulas that you can solve using the same Inputs

Deflection for Hollow Rectangle When Load in Middle
Deflection of Beam=(Greatest Safe Load*Length of the Beam^3)/(32*(Sectional Area*(Depth of the Beam^2)-Interior Cross-Sectional Area of Beam*(Interior Depth of the Beam^2))) GO
Greatest Safe Load for Hollow Rectangle When Load is Distributed
Greatest Safe Load=1780*(Sectional Area*Depth of the Beam-Interior Cross-Sectional Area of Beam*Interior Depth of the Beam)/Distance between Supports GO
Greatest Safe Load for Hollow Rectangle When Load in Middle
Greatest Safe Load=(890*(Sectional Area*Depth of the Beam-Interior Cross-Sectional Area of Beam*Interior Depth of the Beam))/Length of the Beam GO
Deflection for Solid Rectangle When Load is Distributed
Deflection of Beam=(Greatest safe distributed load*Length of the Beam^3)/(52*Sectional Area*Depth of the Beam^2) GO
Electric Current when Drift Velocity is Given
Electric Current=Number of free charge particles per unit volume*[Charge-e]*Cross sectional area*Drift Velocity GO
Deflection for Solid Rectangle When Load in Middle
Deflection of Beam=(Greatest Safe Load*Length of the Beam^3)/(32*Sectional Area*Depth of the Beam^2) GO
Greatest Safe Load for Solid Rectangle When Load is Distributed
Greatest safe distributed load=1780*Sectional Area*Depth of the Beam/Length of the Beam GO
Greatest Safe Load for Solid Rectangle When Load in Middle
Greatest Safe Load=890*Sectional Area*Depth of the Beam/Length of the Beam GO
Resistance
Resistance=(Resistivity*Length of Conductor)/Cross sectional area GO
Centrifugal Stress
Centrifugal Stress=2*Tensile Stress*Cross sectional area GO
Rate of Flow
Rate of flow=Cross sectional area*Average Velocity 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 Moment Resisting Capacity of Compressive Steel and Concrete is Given
Bending moment=moment resistance compressive steel+Moment Resistance of Concrete 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 Total Cross-Sectional Area of Tensile Reinforcing is Given Formula

Bending moment=Cross sectional area*7*Reinforcement Stress*Depth of the Beam/8
M=A*7*f<sub>s*D/8
More formulas
Stress in Concrete GO
Bending Moment when Stress in Concrete is Given GO
Width of Beam when Stress in Concrete is Given GO
Depth of Beam when Stress in Concrete is Given GO
Stress in Steel When Cross-Sectional Reinforcing Tensile Area to Beam Area Ratio is Given GO
Stress in Steel GO
Depth of Roof and Floor Slabs GO
Depth of Light Beams GO
Depth of Heavy Beams and Girders GO
Total Cross-Sectional Area of Tensile Reinforcing GO
Cross-Sectional Area of Compressive Reinforcing GO
Bending Moment when Cross-Sectional Area of Compressive Reinforcing is Given GO
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
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
Shearing Unit Stress in a Reinforced Concrete Beam GO
Total Shear when Shearing Unit Stress in a Reinforced Concrete Beam is Given GO
Width of Beam when Shearing Unit Stress in a Reinforced Concrete Beam is Given GO
Effective Depth of Beam when Shearing Unit Stress in a Reinforced Concrete Beam is Given GO
Cross-Sectional Area of Web Reinforcement GO
Total Shear when Cross-Sectional Area of Web Reinforcement is Given GO
Shear Carried by Concrete when Cross-Sectional Area of Web Reinforcement is Given GO
Effective Depth when Cross-Sectional Area of Web Reinforcement is Given GO
Stirrups Spacing when Cross-Sectional Area of Web Reinforcement is Given GO
Bond Stress on Bar Surface GO
Total Shear when Bond Stress on Bar Surface is Given GO
Beam Effective Depth when Bond Stress on Bar Surface is Given GO
Tensile Reinforcing Bars Perimeters Sum when Bond Stress on Bar Surface is Given 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 Bending Moment when Total Cross-Sectional Area of Tensile Reinforcing is Given?

Bending Moment when Total Cross-Sectional Area of Tensile Reinforcing is Given calculator uses Bending moment=Cross sectional area*7*Reinforcement Stress*Depth of the Beam/8 to calculate the Bending moment, The Bending Moment when Total Cross-Sectional Area of Tensile Reinforcing 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 Bending Moment when Total Cross-Sectional Area of Tensile Reinforcing is Given using this online calculator? To use this online calculator for Bending Moment when Total Cross-Sectional Area of Tensile Reinforcing is Given, enter Cross sectional area (A), Reinforcement Stress (fs) and Depth of the Beam (D) and hit the calculate button. Here is how the Bending Moment when Total Cross-Sectional Area of Tensile Reinforcing is Given calculation can be explained with given input values -> 2.223E+8 = 10*7*100000000*0.254000000001016/8.

FAQ

What is Bending Moment when Total Cross-Sectional Area of Tensile Reinforcing is Given?
The Bending Moment when Total Cross-Sectional Area of Tensile Reinforcing 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=A*7*fs*D/8 or Bending moment=Cross sectional area*7*Reinforcement Stress*Depth of the Beam/8. Cross sectional area is the area of a two-dimensional shape that is obtained when a three dimensional shape is sliced perpendicular to some specifies axis at a point, Reinforcement Stress as force per unit area that the force acts upon. and Depth of the Beam is the overall depth of the cross section of the beam perpendicular to the axis of the beam.
How to calculate Bending Moment when Total Cross-Sectional Area of Tensile Reinforcing is Given?
The Bending Moment when Total Cross-Sectional Area of Tensile Reinforcing 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=Cross sectional area*7*Reinforcement Stress*Depth of the Beam/8. To calculate Bending Moment when Total Cross-Sectional Area of Tensile Reinforcing is Given, you need Cross sectional area (A), Reinforcement Stress (fs) and Depth of the Beam (D). With our tool, you need to enter the respective value for Cross sectional area, Reinforcement Stress and Depth of the Beam 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 Cross sectional area, Reinforcement Stress and Depth of the Beam. 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=(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)
  • Bending moment=moment resistance compressive steel+Moment Resistance of Concrete
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