Maximum Strength for Compression Members Formula

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Strength of Column is the maximum load that a column can hold before failing. Check FAQs
Pu=0.85AgFcr
Pu - Strength of Column?Ag - Gross Effective Area of Column?Fcr - Buckling Stress?

Maximum Strength for Compression Members Example

With values
With units
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Here is how the Maximum Strength for Compression Members equation looks like with Values.

Here is how the Maximum Strength for Compression Members equation looks like with Units.

Here is how the Maximum Strength for Compression Members equation looks like.

1054Edit=0.855000Edit248Edit
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Maximum Strength for Compression Members Solution

Follow our step by step solution on how to calculate Maximum Strength for Compression Members?

FIRST Step Consider the formula
Pu=0.85AgFcr
Next Step Substitute values of Variables
Pu=0.855000mm²248MPa
Next Step Convert Units
Pu=0.850.0052.5E+8Pa
Next Step Prepare to Evaluate
Pu=0.850.0052.5E+8
Next Step Evaluate
Pu=1054000N
LAST Step Convert to Output's Unit
Pu=1054kN

Maximum Strength for Compression Members Formula Elements

Variables
Strength of Column
Strength of Column is the maximum load that a column can hold before failing.
Symbol: Pu
Measurement: ForceUnit: kN
Note: Value should be greater than 0.
Gross Effective Area of Column
Gross Effective Area of Column cross section is the total area enclosed by the column including concrete and steel area.
Symbol: Ag
Measurement: AreaUnit: mm²
Note: Value can be positive or negative.
Buckling Stress
Buckling Stress is the stress developed due to a sudden change in shape of a structural component under load, such as the bowing of a column under compression.
Symbol: Fcr
Measurement: StressUnit: MPa
Note: Value can be positive or negative.

Other formulas in Load and Resistance Factor for Bridge Columns category

​Go Column Gross Effective Area given Maximum Strength
Ag=Pu0.85Fcr
​Go Buckling Stress given Maximum Strength
Fcr=Pu0.85Ag
​Go Q Factor
Qfactor=((kLcr)2)(fy2ππEs)
​Go Steel Yield Strength given Q Factor
fy=2Qfactorππ(r2)Es(kLc)2

How to Evaluate Maximum Strength for Compression Members?

Maximum Strength for Compression Members evaluator uses Strength of Column = 0.85*Gross Effective Area of Column*Buckling Stress to evaluate the Strength of Column, The Maximum Strength for Compression Members formula is defined as the maximum loading capacity of it and is determined by the strength limit of the material. Strength of Column is denoted by Pu symbol.

How to evaluate Maximum Strength for Compression Members using this online evaluator? To use this online evaluator for Maximum Strength for Compression Members, enter Gross Effective Area of Column (Ag) & Buckling Stress (Fcr) and hit the calculate button.

FAQs on Maximum Strength for Compression Members

What is the formula to find Maximum Strength for Compression Members?
The formula of Maximum Strength for Compression Members is expressed as Strength of Column = 0.85*Gross Effective Area of Column*Buckling Stress. Here is an example- 1.054 = 0.85*0.005*248000000.
How to calculate Maximum Strength for Compression Members?
With Gross Effective Area of Column (Ag) & Buckling Stress (Fcr) we can find Maximum Strength for Compression Members using the formula - Strength of Column = 0.85*Gross Effective Area of Column*Buckling Stress.
Can the Maximum Strength for Compression Members be negative?
No, the Maximum Strength for Compression Members, measured in Force cannot be negative.
Which unit is used to measure Maximum Strength for Compression Members?
Maximum Strength for Compression Members is usually measured using the Kilonewton[kN] for Force. Newton[kN], Exanewton[kN], Meganewton[kN] are the few other units in which Maximum Strength for Compression Members can be measured.
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