Maximum Load on Axially Loaded Members Solution

STEP 0: Pre-Calculation Summary
Formula Used
Maximum Axial Load = 0.85*Gross Cross-Sectional Area*Critical Buckling Stress
Pu = 0.85*Ag*Fcr
This formula uses 3 Variables
Variables Used
Maximum Axial Load - (Measured in Newton) - Maximum Axial Load is the load acting through the longitudinal axis of the section.
Gross Cross-Sectional Area - (Measured in Square Meter) - Gross Cross-Sectional Area is the total area of the cross-section of a structural member, such as a beam or column, measured in a plane perpendicular to the member's longitudinal axis.
Critical Buckling Stress - (Measured in Pascal) - Critical Buckling Stress is the maximum stress that can be taken by the section without failure. Any stress surpassing the critical stress makes the section, say, column to failure.
STEP 1: Convert Input(s) to Base Unit
Gross Cross-Sectional Area: 3600 Square Millimeter --> 0.0036 Square Meter (Check conversion ​here)
Critical Buckling Stress: 97 Megapascal --> 97000000 Pascal (Check conversion ​here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Pu = 0.85*Ag*Fcr --> 0.85*0.0036*97000000
Evaluating ... ...
Pu = 296820
STEP 3: Convert Result to Output's Unit
296820 Newton -->296.82 Kilonewton (Check conversion ​here)
FINAL ANSWER
296.82 Kilonewton <-- Maximum Axial Load
(Calculation completed in 00.020 seconds)

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Columns Calculators

Slenderness Parameter
​ LaTeX ​ Go Slenderness Parameter = ((Effective Length Factor*Effective Column Length)/(Radius of Gyration))^2*(Yield Stress of Steel/286220)
Critical Buckling Stress when Slenderness Parameter is greater than 2.25
​ LaTeX ​ Go Critical Buckling Stress = (0.877*Yield Stress of Steel)/Slenderness Parameter
Critical Buckling Stress when Slenderness Parameter is Less than 2.25
​ LaTeX ​ Go Critical Buckling Stress = 0.658^(Slenderness Parameter)*Yield Stress of Steel
Maximum Load on Axially Loaded Members
​ LaTeX ​ Go Maximum Axial Load = 0.85*Gross Cross-Sectional Area*Critical Buckling Stress

Maximum Load on Axially Loaded Members Formula

​LaTeX ​Go
Maximum Axial Load = 0.85*Gross Cross-Sectional Area*Critical Buckling Stress
Pu = 0.85*Ag*Fcr

What is Buckling Stress?

The Elastic Buckling Stress is the highest value of the compressive stress in the plane of the initially flat plate, in which a nonzero out-of-plane deflection of the middle portion of the plate can exist.

How to Calculate Maximum Load on Axially Loaded Members?

Maximum Load on Axially Loaded Members calculator uses Maximum Axial Load = 0.85*Gross Cross-Sectional Area*Critical Buckling Stress to calculate the Maximum Axial Load, The Maximum Load on Axially Loaded Members formula is defined as the greatest amount of axial force that a structural member (such as a column or strut) can safely carry without experiencing failure. The maximum load is determined based on the member's material properties, cross-sectional area, length, and boundary conditions, ensuring that the member does not exceed its yield strength or buckling capacity. Maximum Axial Load is denoted by Pu symbol.

How to calculate Maximum Load on Axially Loaded Members using this online calculator? To use this online calculator for Maximum Load on Axially Loaded Members, enter Gross Cross-Sectional Area (Ag) & Critical Buckling Stress (Fcr) and hit the calculate button. Here is how the Maximum Load on Axially Loaded Members calculation can be explained with given input values -> 0.29682 = 0.85*0.0036*97000000.

FAQ

What is Maximum Load on Axially Loaded Members?
The Maximum Load on Axially Loaded Members formula is defined as the greatest amount of axial force that a structural member (such as a column or strut) can safely carry without experiencing failure. The maximum load is determined based on the member's material properties, cross-sectional area, length, and boundary conditions, ensuring that the member does not exceed its yield strength or buckling capacity and is represented as Pu = 0.85*Ag*Fcr or Maximum Axial Load = 0.85*Gross Cross-Sectional Area*Critical Buckling Stress. Gross Cross-Sectional Area is the total area of the cross-section of a structural member, such as a beam or column, measured in a plane perpendicular to the member's longitudinal axis & Critical Buckling Stress is the maximum stress that can be taken by the section without failure. Any stress surpassing the critical stress makes the section, say, column to failure.
How to calculate Maximum Load on Axially Loaded Members?
The Maximum Load on Axially Loaded Members formula is defined as the greatest amount of axial force that a structural member (such as a column or strut) can safely carry without experiencing failure. The maximum load is determined based on the member's material properties, cross-sectional area, length, and boundary conditions, ensuring that the member does not exceed its yield strength or buckling capacity is calculated using Maximum Axial Load = 0.85*Gross Cross-Sectional Area*Critical Buckling Stress. To calculate Maximum Load on Axially Loaded Members, you need Gross Cross-Sectional Area (Ag) & Critical Buckling Stress (Fcr). With our tool, you need to enter the respective value for Gross Cross-Sectional Area & Critical Buckling Stress and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
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