Minimum stress Solution

STEP 0: Pre-Calculation Summary
Formula Used
Minimum Stress Value = (Direct Stress-Bending Stress in Column)
σmin = (σ-σb)
This formula uses 3 Variables
Variables Used
Minimum Stress Value - (Measured in Pascal) - The Minimum stress value for fluctuating stress is defined as refers to the minimum compressive stress.
Direct Stress - (Measured in Pascal) - Direct Stress is defined as axial thrust acting per unit area.
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.
STEP 1: Convert Input(s) to Base Unit
Direct Stress: 0.05 Megapascal --> 50000 Pascal (Check conversion ​here)
Bending Stress in Column: 0.04 Megapascal --> 40000 Pascal (Check conversion ​here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
σmin = (σ-σb) --> (50000-40000)
Evaluating ... ...
σmin = 10000
STEP 3: Convert Result to Output's Unit
10000 Pascal -->0.01 Megapascal (Check conversion ​here)
FINAL ANSWER
0.01 Megapascal <-- Minimum Stress Value
(Calculation completed in 00.008 seconds)

Credits

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Created by Anshika Arya
National Institute Of Technology (NIT), Hamirpur
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Verified by Dipto Mandal
Indian Institute of Information Technology (IIIT), Guwahati
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22 Rectangular Section Is Subjected To Eccentric Load Calculators

Maximum stress when subjected to eccentric axial load
​ Go Maximum Stress on Column Section = (Eccentric load on column/Column Cross Sectional Area)+((Eccentric load on column*Eccentricity of Loading*Distance of Outer Fibre from Neutral Axis)/Moment of Inertia about y-y axis)
Width of Column using Bending Stress and Eccentric load
​ Go Width of column = sqrt((6*Eccentric load on column*Eccentricity of Loading)/(Depth of Column*Bending Stress in Column))
Maximum Stress given Eccentric Load and Eccentricity
​ Go Maximum Stress on Column Section = (Eccentric load on column*(1+(6*Eccentricity of Loading/Width of column)))/(Column Cross Sectional Area)
Eccentric Load using Maximum Stress
​ Go Eccentric load on column = (Maximum Stress on Column Section*Column Cross Sectional Area)/(1+(6*Eccentricity of Loading/Width of column))
Eccentricity using Maximum Stress
​ Go Eccentricity of Loading = ((Maximum Stress on Column Section*Column Cross Sectional Area/Eccentric load on column)-1)*(Width of column/6)
Minimum Stress using Eccentric Load and Eccentricity
​ Go Minimum Stress Value = (Eccentric load on column*(1-(6*Eccentricity of Loading/Width of column)))/(Column Cross Sectional Area)
Eccentric Load using Minimum Stress
​ Go Eccentric load on column = (Minimum Stress Value*Column Cross Sectional Area)/(1-(6*Eccentricity of Loading/Width of column))
Eccentricity using Minimum Stress
​ Go Eccentricity of Loading = (1-(Minimum Stress Value*Column Cross Sectional Area/Eccentric load on column))*(Width of column/6)
Eccentric Load using Bending Stress
​ Go Eccentric load on column = (Bending Stress in Column*(Depth of Column*(Width of column^2)))/(6*Eccentricity of Loading)
Eccentricity using Bending Stress
​ Go Eccentricity of Loading = (Bending Stress in Column*(Depth of Column*(Width of column^2)))/(6*Eccentric load on column)
Depth of Column using Bending Stress and Eccentric load
​ Go Depth of Column = (6*Eccentric load on column*Eccentricity of Loading)/(Bending Stress in Column*(Width of column^2))
Bending Stress using Eccentric Load and Eccentricity
​ Go Bending Stress in Column = (6*Eccentric load on column*Eccentricity of Loading)/(Depth of Column*(Width of column^2))
Width of Column given Bending Stress and Moment due to Load
​ Go Width of column = sqrt((6*Moment due to eccentric load)/(Depth of Column*Bending Stress in Column))
Depth of Column using Bending Stress and Moment Due to Load
​ Go Depth of Column = (6*Moment due to eccentric load)/(Bending Stress in Column*(Width of column^2))
Moment Due to Load given Bending Stress
​ Go Moment due to eccentric load = (Bending Stress in Column*(Depth of Column*(Width of column^2)))/6
Bending Stress given Moment due to Load
​ Go Bending Stress in Column = (6*Moment due to eccentric load)/(Depth of Column*(Width of column^2))
Eccentricity for given moment due to eccentric load
​ Go Eccentricity of Loading = Moment due to eccentric load/Eccentric load on column
Load given Moment due to Eccentric Load
​ Go Eccentric load on column = Moment due to eccentric load/Eccentricity of Loading
Moment due to eccentric load
​ Go Moment due to eccentric load = Eccentric load on column*Eccentricity of Loading
Maximum stress
​ Go Maximum Stress on Column Section = (Direct stress+Bending Stress in Column)
Moment of inertia of column section about neutral axis
​ Go MOI of Area of Circular Section = (Depth of Column*(Width of column^3))/12
Minimum stress
​ Go Minimum Stress Value = (Direct Stress-Bending Stress in Column)

Minimum stress Formula

Minimum Stress Value = (Direct Stress-Bending Stress in Column)
σmin = (σ-σb)

What type of stress is developed due to bending?

In torsion of a circular shaft, the action was all shear; contiguous cross-sections sheared over one another in their rotation about the axis of the shaft. Here, the major stresses induced due to bending are normal stresses of tension and compression.

How to Calculate Minimum stress?

Minimum stress calculator uses Minimum Stress Value = (Direct Stress-Bending Stress in Column) to calculate the Minimum Stress Value, The Minimum stress formula is defined as refers to the minimum compressive stress. The stress range was taken as the absolute difference between the maximum and minimum stress. Minimum Stress Value is denoted by σmin symbol.

How to calculate Minimum stress using this online calculator? To use this online calculator for Minimum stress, enter Direct Stress (σ) & Bending Stress in Column b) and hit the calculate button. Here is how the Minimum stress calculation can be explained with given input values -> 1E-8 = (50000-40000).

FAQ

What is Minimum stress?
The Minimum stress formula is defined as refers to the minimum compressive stress. The stress range was taken as the absolute difference between the maximum and minimum stress and is represented as σmin = (σ-σb) or Minimum Stress Value = (Direct Stress-Bending Stress in Column). Direct Stress is defined as axial thrust acting per unit area & 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.
How to calculate Minimum stress?
The Minimum stress formula is defined as refers to the minimum compressive stress. The stress range was taken as the absolute difference between the maximum and minimum stress is calculated using Minimum Stress Value = (Direct Stress-Bending Stress in Column). To calculate Minimum stress, you need Direct Stress (σ) & Bending Stress in Column b). With our tool, you need to enter the respective value for Direct Stress & Bending Stress in 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 Minimum Stress Value?
In this formula, Minimum Stress Value uses Direct Stress & Bending Stress in Column. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Minimum Stress Value = (Eccentric load on column*(1-(6*Eccentricity of Loading/Width of column)))/(Column Cross Sectional Area)
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