Moment of Load given Maximum Bending Stress for Circular Section Solution

STEP 0: Pre-Calculation Summary
Formula Used
Moment due to eccentric load = (Bending Stress in Column*(2*MOI of Area of Circular Section))/Diameter
M = (σb*(2*Icircular))/d
This formula uses 4 Variables
Variables Used
Moment due to eccentric load - (Measured in Newton Meter) - Moment due to eccentric load is at any point of column section due to eccentric load.
Bending Stress in Column - (Measured in Pascal) - Bending Stress in Column is the normal stress that is induced at a point in a body subjected to loads that cause it to bend.
MOI of Area of Circular Section - (Measured in Meter⁴) - MOI of Area of Circular Section is the second moment of the area of the section about the neutral axis.
Diameter - (Measured in Meter) - Diameter is a straight line passing from side to side through the center of a body or figure, especially a circle or sphere.
STEP 1: Convert Input(s) to Base Unit
Bending Stress in Column: 0.04 Megapascal --> 40000 Pascal (Check conversion here)
MOI of Area of Circular Section: 1154 Millimeter⁴ --> 1.154E-09 Meter⁴ (Check conversion here)
Diameter: 142 Millimeter --> 0.142 Meter (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
M = (σb*(2*Icircular))/d --> (40000*(2*1.154E-09))/0.142
Evaluating ... ...
M = 0.000650140845070423
STEP 3: Convert Result to Output's Unit
0.000650140845070423 Newton Meter --> No Conversion Required
FINAL ANSWER
0.000650140845070423 0.00065 Newton Meter <-- Moment due to eccentric load
(Calculation completed in 00.004 seconds)

Credits

Created by Anshika Arya
National Institute Of Technology (NIT), Hamirpur
Anshika Arya has created this Calculator and 2000+ more calculators!
Verified by Parul Keshav
National Institute of Technology (NIT), Srinagar
Parul Keshav has verified this Calculator and 400+ more calculators!

18 Middle Quarter Rule For Circular Section Calculators

Eccentricity of Load given Minimum Bending Stress
Go Eccentricity of Loading = (((4*Eccentric load on column)/(pi*(Diameter^2)))-Minimum Bending Stress)*((pi*(Diameter^3))/(32*Eccentric load on column))
Minimum Bending Stress given Eccentric Load
Go Minimum Bending Stress = ((4*Eccentric load on column)/(pi*(Diameter^2)))*(1-((8*Eccentricity of Loading)/Diameter))
Eccentric Load given Minimum Bending Stress
Go Eccentric load on column = (Minimum Bending Stress*(pi*(Diameter^2)))*(1-((8*Eccentricity of Loading)/Diameter))/4
Eccentricity of Load given Maximum Bending Stress
Go Eccentricity of Loading = (Maximum Bending Moment*(pi*(Diameter^3)))/(32*Eccentric load on column)
Eccentric Load given maximum Bending Stress
Go Eccentric load on column = (Maximum Bending Moment*(pi*(Diameter^3)))/(32*Eccentricity of Loading)
Maximum Bending Stress given Eccentric Load
Go Maximum bending stress = (32*Eccentric load on column*Eccentricity of Loading)/(pi*(Diameter^3))
Maximum Bending Stress for Circular Section given Moment of Load
Go Maximum bending stress = (Moment due to eccentric load*Diameter of Circular section)/(2*MOI of Area of Circular Section)
Moment of Load given Maximum Bending Stress for Circular Section
Go Moment due to eccentric load = (Bending Stress in Column*(2*MOI of Area of Circular Section))/Diameter
Diameter of Circular Section given Maximum Bending Stress
Go Diameter = (Bending Stress in Column*(2*MOI of Area of Circular Section))/Moment due to eccentric load
Moment of Inertia of Circular Section given Maximum Bending Stress for Circular Section
Go MOI of Area of Circular Section = (Moment due to eccentric load*Diameter)/(2*Maximum bending stress)
Diameter of Circular Section given Direct Stress
Go Diameter = sqrt((4*Eccentric load on column)/(pi*Direct Stress))
Direct stress for circular section
Go Direct Stress = (4*Eccentric load on column)/(pi*(Diameter^2))
Eccentric load for given direct stress for circular section
Go Eccentric load on column = (Direct Stress*pi*(Diameter^2))/4
Minimum Bending Stress given Direct and Bending Stress
Go Minimum Bending Stress = Direct Stress-Bending Stress in Column
Condition for Maximum Bending Stress given Diameter
Go Diameter = 2*Distance from Neutral Layer
Condition for maximum bending stress
Go Distance from Neutral Layer = Diameter/2
Diameter of circular section if maximum value of eccentricity is known(for no tensile stress case)
Go Diameter = 8*Eccentricity of Loading
Maximum value of eccentricity for no tensile stress
Go Eccentricity of Loading = Diameter/8

Moment of Load given Maximum Bending Stress for Circular Section Formula

Moment due to eccentric load = (Bending Stress in Column*(2*MOI of Area of Circular Section))/Diameter
M = (σb*(2*Icircular))/d

What is shear stress and strain?

Shear strain is the deformation of an object or medium under shear stress. The shear modulus is the elastic modulus in this case. Shear stress is caused by forces acting along the object's two parallel surfaces.

How to Calculate Moment of Load given Maximum Bending Stress for Circular Section?

Moment of Load given Maximum Bending Stress for Circular Section calculator uses Moment due to eccentric load = (Bending Stress in Column*(2*MOI of Area of Circular Section))/Diameter to calculate the Moment due to eccentric load, The Moment of load given maximum bending stress for circular section formula is defined as a geometrical property of an area that reflects how its points are distributed with regard to an arbitrary axis. Moment due to eccentric load is denoted by M symbol.

How to calculate Moment of Load given Maximum Bending Stress for Circular Section using this online calculator? To use this online calculator for Moment of Load given Maximum Bending Stress for Circular Section, enter Bending Stress in Column b), MOI of Area of Circular Section (Icircular) & Diameter (d) and hit the calculate button. Here is how the Moment of Load given Maximum Bending Stress for Circular Section calculation can be explained with given input values -> 3.8E-5 = (40000*(2*1.154E-09))/0.142.

FAQ

What is Moment of Load given Maximum Bending Stress for Circular Section?
The Moment of load given maximum bending stress for circular section formula is defined as a geometrical property of an area that reflects how its points are distributed with regard to an arbitrary axis and is represented as M = (σb*(2*Icircular))/d or Moment due to eccentric load = (Bending Stress in Column*(2*MOI of Area of Circular Section))/Diameter. Bending Stress in Column is the normal stress that is induced at a point in a body subjected to loads that cause it to bend, MOI of Area of Circular Section is the second moment of the area of the section about the neutral axis & Diameter is a straight line passing from side to side through the center of a body or figure, especially a circle or sphere.
How to calculate Moment of Load given Maximum Bending Stress for Circular Section?
The Moment of load given maximum bending stress for circular section formula is defined as a geometrical property of an area that reflects how its points are distributed with regard to an arbitrary axis is calculated using Moment due to eccentric load = (Bending Stress in Column*(2*MOI of Area of Circular Section))/Diameter. To calculate Moment of Load given Maximum Bending Stress for Circular Section, you need Bending Stress in Column b), MOI of Area of Circular Section (Icircular) & Diameter (d). With our tool, you need to enter the respective value for Bending Stress in Column, MOI of Area of Circular Section & Diameter and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
Let Others Know
Facebook
Twitter
Reddit
LinkedIn
Email
WhatsApp
Copied!