Maximum Bending Moment given Elastic Modulus for Strut subjected to Uniformly Distributed Load Solution

STEP 0: Pre-Calculation Summary
Formula Used
Maximum Bending Moment In Column = (Maximum Bending Stress-(Axial Thrust/Cross Sectional Area))*Modulus of Elasticity of Column
M = (σbmax-(Paxial/Asectional))*εcolumn
This formula uses 5 Variables
Variables Used
Maximum Bending Moment In Column - (Measured in Newton Meter) - Maximum Bending Moment In Column is the highest amount of bending force that a column experiences due to applied loads, either axial or eccentric.
Maximum Bending Stress - (Measured in Pascal) - Maximum Bending Stress is the highest stress experienced by a material subjected to a bending load.
Axial Thrust - (Measured in Newton) - Axial Thrust is the force exerted along the axis of a shaft in mechanical systems. It occurs when there is an imbalance of forces that acts in the direction parallel to the axis of rotation.
Cross Sectional Area - (Measured in Square Meter) - Cross Sectional Area of Column is the area of a column that is obtained when a column is sliced perpendicular to some specified axis at a point.
Modulus of Elasticity of Column - (Measured in Pascal) - Modulus of Elasticity of Column is a quantity that measures column's resistance to being deformed elastically when stress is applied to it.
STEP 1: Convert Input(s) to Base Unit
Maximum Bending Stress: 2 Megapascal --> 2000000 Pascal (Check conversion ​here)
Axial Thrust: 1500 Newton --> 1500 Newton No Conversion Required
Cross Sectional Area: 1.4 Square Meter --> 1.4 Square Meter No Conversion Required
Modulus of Elasticity of Column: 10.56 Megapascal --> 10560000 Pascal (Check conversion ​here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
M = (σbmax-(Paxial/Asectional))*εcolumn --> (2000000-(1500/1.4))*10560000
Evaluating ... ...
M = 21108685714285.7
STEP 3: Convert Result to Output's Unit
21108685714285.7 Newton Meter --> No Conversion Required
FINAL ANSWER
21108685714285.7 2.1E+13 Newton Meter <-- Maximum Bending Moment In Column
(Calculation completed in 00.004 seconds)

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Strut Subjected to Compressive Axial Thrust and a Transverse Uniformly Distributed Load Calculators

Bending Moment at Section for Strut subjected to Compressive Axial and Uniformly Distributed Load
​ LaTeX ​ Go Bending Moment in Column = -(Axial Thrust*Deflection at Section of Column)+(Load Intensity*(((Distance of Deflection from End A^2)/2)-(Column Length*Distance of Deflection from End A/2)))
Deflection at Section for Strut Subjected to Compressive Axial and Uniformly Distributed Load
​ LaTeX ​ Go Deflection at Section of Column = (-Bending Moment in Column+(Load Intensity*(((Distance of Deflection from End A^2)/2)-(Column Length*Distance of Deflection from End A/2))))/Axial Thrust
Axial Thrust for Strut Subjected to Compressive Axial and Uniformly Distributed Load
​ LaTeX ​ Go Axial Thrust = (-Bending Moment in Column+(Load Intensity*(((Distance of Deflection from End A^2)/2)-(Column Length*Distance of Deflection from End A/2))))/Deflection at Section of Column
Load Intensity for Strut Subjected to Compressive Axial and Uniformly Distributed Load
​ LaTeX ​ Go Load Intensity = (Bending Moment in Column+(Axial Thrust*Deflection at Section of Column))/(((Distance of Deflection from End A^2)/2)-(Column Length*Distance of Deflection from End A/2))

Maximum Bending Moment given Elastic Modulus for Strut subjected to Uniformly Distributed Load Formula

​LaTeX ​Go
Maximum Bending Moment In Column = (Maximum Bending Stress-(Axial Thrust/Cross Sectional Area))*Modulus of Elasticity of Column
M = (σbmax-(Paxial/Asectional))*εcolumn

What is Axial Thrust?

Axial thrust refers to a propelling force applied along the axis (also called axial direction) of an object in order to push the object against a platform in a particular direction.

How to Calculate Maximum Bending Moment given Elastic Modulus for Strut subjected to Uniformly Distributed Load?

Maximum Bending Moment given Elastic Modulus for Strut subjected to Uniformly Distributed Load calculator uses Maximum Bending Moment In Column = (Maximum Bending Stress-(Axial Thrust/Cross Sectional Area))*Modulus of Elasticity of Column to calculate the Maximum Bending Moment In Column, The Maximum Bending Moment given Elastic Modulus for Strut subjected to Uniformly Distributed Load formula is defined as the maximum bending stress a strut can withstand when subjected to a combination of compressive axial thrust and a transverse uniformly distributed load, providing a critical value for structural integrity. Maximum Bending Moment In Column is denoted by M symbol.

How to calculate Maximum Bending Moment given Elastic Modulus for Strut subjected to Uniformly Distributed Load using this online calculator? To use this online calculator for Maximum Bending Moment given Elastic Modulus for Strut subjected to Uniformly Distributed Load, enter Maximum Bending Stress (σbmax), Axial Thrust (Paxial), Cross Sectional Area (Asectional) & Modulus of Elasticity of Column column) and hit the calculate button. Here is how the Maximum Bending Moment given Elastic Modulus for Strut subjected to Uniformly Distributed Load calculation can be explained with given input values -> 2.1E+13 = (2000000-(1500/1.4))*10560000.

FAQ

What is Maximum Bending Moment given Elastic Modulus for Strut subjected to Uniformly Distributed Load?
The Maximum Bending Moment given Elastic Modulus for Strut subjected to Uniformly Distributed Load formula is defined as the maximum bending stress a strut can withstand when subjected to a combination of compressive axial thrust and a transverse uniformly distributed load, providing a critical value for structural integrity and is represented as M = (σbmax-(Paxial/Asectional))*εcolumn or Maximum Bending Moment In Column = (Maximum Bending Stress-(Axial Thrust/Cross Sectional Area))*Modulus of Elasticity of Column. Maximum Bending Stress is the highest stress experienced by a material subjected to a bending load, Axial Thrust is the force exerted along the axis of a shaft in mechanical systems. It occurs when there is an imbalance of forces that acts in the direction parallel to the axis of rotation, Cross Sectional Area of Column is the area of a column that is obtained when a column is sliced perpendicular to some specified axis at a point & Modulus of Elasticity of Column is a quantity that measures column's resistance to being deformed elastically when stress is applied to it.
How to calculate Maximum Bending Moment given Elastic Modulus for Strut subjected to Uniformly Distributed Load?
The Maximum Bending Moment given Elastic Modulus for Strut subjected to Uniformly Distributed Load formula is defined as the maximum bending stress a strut can withstand when subjected to a combination of compressive axial thrust and a transverse uniformly distributed load, providing a critical value for structural integrity is calculated using Maximum Bending Moment In Column = (Maximum Bending Stress-(Axial Thrust/Cross Sectional Area))*Modulus of Elasticity of Column. To calculate Maximum Bending Moment given Elastic Modulus for Strut subjected to Uniformly Distributed Load, you need Maximum Bending Stress (σbmax), Axial Thrust (Paxial), Cross Sectional Area (Asectional) & Modulus of Elasticity of Column column). With our tool, you need to enter the respective value for Maximum Bending Stress, Axial Thrust, Cross Sectional Area & Modulus of Elasticity of Column 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 Maximum Bending Moment In Column?
In this formula, Maximum Bending Moment In Column uses Maximum Bending Stress, Axial Thrust, Cross Sectional Area & Modulus of Elasticity of Column. We can use 3 other way(s) to calculate the same, which is/are as follows -
  • Maximum Bending Moment In Column = -Load Intensity*(Modulus of Elasticity of Column*Moment of Inertia/Axial Thrust)*((sec((Column Length/2)*(Axial Thrust/(Modulus of Elasticity of Column*Moment of Inertia))))-1)
  • Maximum Bending Moment In Column = -(Axial Thrust*Maximum Initial Deflection)-(Load Intensity*(Column Length^2)/8)
  • Maximum Bending Moment In Column = (Maximum Bending Stress-(Axial Thrust/Cross Sectional Area))*Moment of Inertia/(Distance from Neutral Axis to Extreme Point)
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