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The maximum compressive stress is the maximum limit of compressive stress under uniaxial or biaxial loading. Check FAQs
FcE=(KcEE'(Le1d1)2)
FcE - Maximum Compressive Stress?KcE - Euler Buckling Constant?E' - Adjusted Modulus of Elasticity?Le1 - Effective Length of Column in Direction d1?d1 - Width of Wide Face?

Maximum Compressive Stress for Uniaxial Bending Example

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With units
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Here is how the Maximum Compressive Stress for Uniaxial Bending equation looks like with Values.

Here is how the Maximum Compressive Stress for Uniaxial Bending equation looks like with Units.

Here is how the Maximum Compressive Stress for Uniaxial Bending equation looks like.

27.8048Edit=(0.7Edit50Edit(46Edit41Edit)2)
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Maximum Compressive Stress for Uniaxial Bending Solution

Follow our step by step solution on how to calculate Maximum Compressive Stress for Uniaxial Bending?

FIRST Step Consider the formula
FcE=(KcEE'(Le1d1)2)
Next Step Substitute values of Variables
FcE=(0.750psi(46in41in)2)
Next Step Prepare to Evaluate
FcE=(0.750(4641)2)
Next Step Evaluate
FcE=191707.488345838Pa
Next Step Convert to Output's Unit
FcE=27.804820415879psi
LAST Step Rounding Answer
FcE=27.8048psi

Maximum Compressive Stress for Uniaxial Bending Formula Elements

Variables
Maximum Compressive Stress
The maximum compressive stress is the maximum limit of compressive stress under uniaxial or biaxial loading.
Symbol: FcE
Measurement: PressureUnit: psi
Note: Value should be greater than 0.
Euler Buckling Constant
Euler Buckling Constant is a constant for the buckling of column. Here the constant is used for compressive loading.
Symbol: KcE
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.
Adjusted Modulus of Elasticity
Adjusted Modulus of Elasticity is the modulus of elasticity multiplied by adjustment factors in timber design.
Symbol: E'
Measurement: PressureUnit: psi
Note: Value should be greater than 0.
Effective Length of Column in Direction d1
Effective length of column in direction d1 is the length of the column in the d1 direction, say, the wider face.
Symbol: Le1
Measurement: LengthUnit: in
Note: Value should be greater than 0.
Width of Wide Face
Width of wide face is the distance between the extreme points along the wide face line of a timber section.
Symbol: d1
Measurement: LengthUnit: in
Note: Value should be greater than 0.

Other Formulas to find Maximum Compressive Stress

​Go Maximum Compressive Stress for Biaxial Bending
FcE=(KcEE'(Le2d2)2)

Other formulas in Bending and Axial Compression category

​Go Maximum Bending Stress for Load Applied to Narrow Member Face
FbE=KcEE'(RB)2

How to Evaluate Maximum Compressive Stress for Uniaxial Bending?

Maximum Compressive Stress for Uniaxial Bending evaluator uses Maximum Compressive Stress = ((Euler Buckling Constant*Adjusted Modulus of Elasticity)/(Effective Length of Column in Direction d1/Width of Wide Face)^2) to evaluate the Maximum Compressive Stress, The Maximum Compressive Stress for Uniaxial Bending formula is defined as the maximum limit of compressive stress carried by the wide face of the timber section. Maximum Compressive Stress is denoted by FcE symbol.

How to evaluate Maximum Compressive Stress for Uniaxial Bending using this online evaluator? To use this online evaluator for Maximum Compressive Stress for Uniaxial Bending, enter Euler Buckling Constant (KcE), Adjusted Modulus of Elasticity (E'), Effective Length of Column in Direction d1 (Le1) & Width of Wide Face (d1) and hit the calculate button.

FAQs on Maximum Compressive Stress for Uniaxial Bending

What is the formula to find Maximum Compressive Stress for Uniaxial Bending?
The formula of Maximum Compressive Stress for Uniaxial Bending is expressed as Maximum Compressive Stress = ((Euler Buckling Constant*Adjusted Modulus of Elasticity)/(Effective Length of Column in Direction d1/Width of Wide Face)^2). Here is an example- 0.004033 = ((0.7*344737.864655216)/(1.16840000000467/1.04140000000417)^2).
How to calculate Maximum Compressive Stress for Uniaxial Bending?
With Euler Buckling Constant (KcE), Adjusted Modulus of Elasticity (E'), Effective Length of Column in Direction d1 (Le1) & Width of Wide Face (d1) we can find Maximum Compressive Stress for Uniaxial Bending using the formula - Maximum Compressive Stress = ((Euler Buckling Constant*Adjusted Modulus of Elasticity)/(Effective Length of Column in Direction d1/Width of Wide Face)^2).
What are the other ways to Calculate Maximum Compressive Stress?
Here are the different ways to Calculate Maximum Compressive Stress-
  • Maximum Compressive Stress=((Euler Buckling Constant*Adjusted Modulus of Elasticity)/(Effective Column Length in Direction d2/Width of Narrow Face)^2)OpenImg
Can the Maximum Compressive Stress for Uniaxial Bending be negative?
No, the Maximum Compressive Stress for Uniaxial Bending, measured in Pressure cannot be negative.
Which unit is used to measure Maximum Compressive Stress for Uniaxial Bending?
Maximum Compressive Stress for Uniaxial Bending is usually measured using the Pound Per Square Inch[psi] for Pressure. Pascal[psi], Kilopascal[psi], Bar[psi] are the few other units in which Maximum Compressive Stress for Uniaxial Bending can be measured.
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