Bending Moment when Total Cross-Sectional Area of Tensile Reinforcing is Given Calculator

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✖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.ⓘ Cross sectional area [A]			+10% -10%
✖Reinforcement Stress as force per unit area that the force acts upon. ⓘ Reinforcement Stress [f_s]			+10% -10%
✖Depth of the Beam is the overall depth of the cross section of the beam perpendicular to the axis of the beam.ⓘ Depth of the Beam [D]			+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 Total Cross-Sectional Area of Tensile Reinforcing is Given [M]

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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

Mridul Sharma has verified this Calculator and 200+ more calculators!

< 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 (f_s) 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*f_s*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 (f_s) 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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