Maximum Bending Stress for Circular Section given Moment of Load Solution

STEP 0: Pre-Calculation Summary
Formula Used
Maximum bending stress = (Moment due to eccentric load*Diameter of Circular section)/(2*MOI of Area of Circular Section)
σbmax = (M*dc)/(2*Icircular)
This formula uses 4 Variables
Variables Used
Maximum bending stress - (Measured in Pascal) - Maximum bending stress is the normal stress that is induced at a point in a body subjected to loads that cause it to bend.
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.
Diameter of Circular section - (Measured in Meter) - Diameter of Circular section is the diameter of the circular cross-section of the beam.
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.
STEP 1: Convert Input(s) to Base Unit
Moment due to eccentric load: 8.1 Newton Meter --> 8.1 Newton Meter No Conversion Required
Diameter of Circular section: 360 Millimeter --> 0.36 Meter (Check conversion here)
MOI of Area of Circular Section: 1154 Millimeter⁴ --> 1.154E-09 Meter⁴ (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
σbmax = (M*dc)/(2*Icircular) --> (8.1*0.36)/(2*1.154E-09)
Evaluating ... ...
σbmax = 1263431542.46101
STEP 3: Convert Result to Output's Unit
1263431542.46101 Pascal -->1263.43154246101 Megapascal (Check conversion here)
FINAL ANSWER
1263.43154246101 1263.432 Megapascal <-- Maximum bending stress
(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

Maximum Bending Stress for Circular Section given Moment of Load Formula

Maximum bending stress = (Moment due to eccentric load*Diameter of Circular section)/(2*MOI of Area of Circular Section)
σbmax = (M*dc)/(2*Icircular)

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 Maximum Bending Stress for Circular Section given Moment of Load?

Maximum Bending Stress for Circular Section given Moment of Load calculator uses Maximum bending stress = (Moment due to eccentric load*Diameter of Circular section)/(2*MOI of Area of Circular Section) to calculate the Maximum bending stress, The Maximum bending stress for circular section given moment of load formula is defined as a more specific type of normal stress. Maximum bending stress is denoted by σbmax symbol.

How to calculate Maximum Bending Stress for Circular Section given Moment of Load using this online calculator? To use this online calculator for Maximum Bending Stress for Circular Section given Moment of Load, enter Moment due to eccentric load (M), Diameter of Circular section (dc) & MOI of Area of Circular Section (Icircular) and hit the calculate button. Here is how the Maximum Bending Stress for Circular Section given Moment of Load calculation can be explained with given input values -> 0.001263 = (8.1*0.36)/(2*1.154E-09).

FAQ

What is Maximum Bending Stress for Circular Section given Moment of Load?
The Maximum bending stress for circular section given moment of load formula is defined as a more specific type of normal stress and is represented as σbmax = (M*dc)/(2*Icircular) or Maximum bending stress = (Moment due to eccentric load*Diameter of Circular section)/(2*MOI of Area of Circular Section). Moment due to eccentric load is at any point of column section due to eccentric load, Diameter of Circular section is the diameter of the circular cross-section of the beam & MOI of Area of Circular Section is the second moment of the area of the section about the neutral axis.
How to calculate Maximum Bending Stress for Circular Section given Moment of Load?
The Maximum bending stress for circular section given moment of load formula is defined as a more specific type of normal stress is calculated using Maximum bending stress = (Moment due to eccentric load*Diameter of Circular section)/(2*MOI of Area of Circular Section). To calculate Maximum Bending Stress for Circular Section given Moment of Load, you need Moment due to eccentric load (M), Diameter of Circular section (dc) & MOI of Area of Circular Section (Icircular). With our tool, you need to enter the respective value for Moment due to eccentric load, Diameter of Circular section & MOI of Area of Circular Section 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 stress?
In this formula, Maximum bending stress uses Moment due to eccentric load, Diameter of Circular section & MOI of Area of Circular Section. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Maximum bending stress = (32*Eccentric load on column*Eccentricity of Loading)/(pi*(Diameter^3))
Let Others Know
Facebook
Twitter
Reddit
LinkedIn
Email
WhatsApp
Copied!