Eccentric Load using Maximum Stress Solution

STEP 0: Pre-Calculation Summary
Formula Used
Eccentric load on column = (Maximum Stress on Column Section*Column Cross Sectional Area)/(1+(6*Eccentricity of Loading/Width of column))
P = (σmax*Asectional)/(1+(6*eload/b))
This formula uses 5 Variables
Variables Used
Eccentric load on column - (Measured in Newton) - Eccentric load on column is the load that causes direct stress as well as bending stress.
Maximum Stress on Column Section - (Measured in Pascal) - Maximum Stress on Column Section is the maximum stress that the column material withstands before fracture.
Column Cross Sectional Area - (Measured in Square Meter) - Column Cross Sectional Area is the area of a two-dimensional shape that is obtained when a three dimensional shape is sliced perpendicular to some specified axis at a point.
Eccentricity of Loading - (Measured in Meter) - Eccentricity of Loading is the distance between the actual line of action of loads and the line of action that would produce a uniform stress over the cross section of the specimen.
Width of column - (Measured in Meter) - Width of column is describing how wide the column is.
STEP 1: Convert Input(s) to Base Unit
Maximum Stress on Column Section: 0.3 Megapascal --> 300000 Pascal (Check conversion here)
Column Cross Sectional Area: 1.4 Square Meter --> 1.4 Square Meter No Conversion Required
Eccentricity of Loading: 25 Millimeter --> 0.025 Meter (Check conversion here)
Width of column: 600 Millimeter --> 0.6 Meter (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
P = (σmax*Asectional)/(1+(6*eload/b)) --> (300000*1.4)/(1+(6*0.025/0.6))
Evaluating ... ...
P = 336000
STEP 3: Convert Result to Output's Unit
336000 Newton -->336 Kilonewton (Check conversion here)
FINAL ANSWER
336 Kilonewton <-- Eccentric load on column
(Calculation completed in 00.004 seconds)

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National Institute Of Technology (NIT), Hamirpur
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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)

Eccentric Load using Maximum Stress Formula

Eccentric load on column = (Maximum Stress on Column Section*Column Cross Sectional Area)/(1+(6*Eccentricity of Loading/Width of column))
P = (σmax*Asectional)/(1+(6*eload/b))

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 Eccentric Load using Maximum Stress?

Eccentric Load using Maximum Stress calculator uses Eccentric load on column = (Maximum Stress on Column Section*Column Cross Sectional Area)/(1+(6*Eccentricity of Loading/Width of column)) to calculate the Eccentric load on column, The Eccentric load using maximum stress formula is defined as a load on a column or pile which is nonsymmetric with respect to the central axis, therefore producing a bending moment. Eccentric load on column is denoted by P symbol.

How to calculate Eccentric Load using Maximum Stress using this online calculator? To use this online calculator for Eccentric Load using Maximum Stress, enter Maximum Stress on Column Section max), Column Cross Sectional Area (Asectional), Eccentricity of Loading (eload) & Width of column (b) and hit the calculate button. Here is how the Eccentric Load using Maximum Stress calculation can be explained with given input values -> 0.14 = (300000*1.4)/(1+(6*0.025/0.6)).

FAQ

What is Eccentric Load using Maximum Stress?
The Eccentric load using maximum stress formula is defined as a load on a column or pile which is nonsymmetric with respect to the central axis, therefore producing a bending moment and is represented as P = (σmax*Asectional)/(1+(6*eload/b)) or Eccentric load on column = (Maximum Stress on Column Section*Column Cross Sectional Area)/(1+(6*Eccentricity of Loading/Width of column)). Maximum Stress on Column Section is the maximum stress that the column material withstands before fracture, Column Cross Sectional Area is the area of a two-dimensional shape that is obtained when a three dimensional shape is sliced perpendicular to some specified axis at a point, Eccentricity of Loading is the distance between the actual line of action of loads and the line of action that would produce a uniform stress over the cross section of the specimen & Width of column is describing how wide the column is.
How to calculate Eccentric Load using Maximum Stress?
The Eccentric load using maximum stress formula is defined as a load on a column or pile which is nonsymmetric with respect to the central axis, therefore producing a bending moment is calculated using Eccentric load on column = (Maximum Stress on Column Section*Column Cross Sectional Area)/(1+(6*Eccentricity of Loading/Width of column)). To calculate Eccentric Load using Maximum Stress, you need Maximum Stress on Column Section max), Column Cross Sectional Area (Asectional), Eccentricity of Loading (eload) & Width of column (b). With our tool, you need to enter the respective value for Maximum Stress on Column Section, Column Cross Sectional Area, Eccentricity of Loading & Width 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 Eccentric load on column?
In this formula, Eccentric load on column uses Maximum Stress on Column Section, Column Cross Sectional Area, Eccentricity of Loading & Width of column. We can use 3 other way(s) to calculate the same, which is/are as follows -
  • Eccentric load on column = (Minimum Stress Value*Column Cross Sectional Area)/(1-(6*Eccentricity of Loading/Width of column))
  • Eccentric load on column = (Bending Stress in Column*(Depth of Column*(Width of column^2)))/(6*Eccentricity of Loading)
  • Eccentric load on column = Moment due to eccentric load/Eccentricity of Loading
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