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Columns
Effective Length of Column in Columns Formulas
The Effective Length of Column can be defined as the length of an equivalent pin-ended column having the same load-carrying capacity as the member under consideration. And is denoted by L. Effective Length of Column is usually measured using the Millimeter for Length. Note that the value of Effective Length of Column is always positive.
Formulas to find Effective Length of Column in Columns
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Length of Equivalent Pin Ended Column given Max Deflection at Mid Height
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f
x
Unsupported Length of Column given Minimum Eccentricity
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f
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Height given Wind Pressure
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f
x
Length of Column given Allowable Compressive Stress for Aluminium Columns
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Columns formulas that make use of Effective Length of Column
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x
Theoretical Maximum Stress for ANC Code Alloy Steel Tubing
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Theoretical Maximum Stress for ANC Code 2017ST Aluminium
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Theoretical Maximum Stress for ANC Code Spruce
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Theoretical Maximum Stress for Johnson Code Steels
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f
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Critical Stress for Carbon Steel by AISC code
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f
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Critical Stress for Carbon Steel by Chicago code
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Critical Stress for Carbon Steel by AREA code
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Critical Stress for Carbon Steel by Am. Br. Co. code
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Critical Stress for Cast Iron by NYC code
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f
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Euler's Formula for Critical Buckling Load
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Euler's Formula for Critical Buckling Load given Area
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f
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Lateral Deflection of Equivalent Pin Ended Column at distance x
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f
x
Maximum Deflection at Mid Height given Lateral Deflection of Pin Ended Column
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f
x
Maximum Deflection at Mid-Height of Equivalent Pin-Ended Column
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Curvature of Column Based on Column Mode of Failure
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f
x
Minimum Eccentricity
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f
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Axial Buckling Load for Warped Section
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f
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Cross-Sectional Area given Axial Buckling Load for Warped Section
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x
Polar Moment of Inertia for Axial Buckling Load for Warped Section
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f
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Critical Buckling Load for Pin Ended Columns by Euler's Formula
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f
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Cross-Sectional Area given Critical Buckling Load for Pin Ended Columns by Euler's Formula
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Radius of Gyration given Critical Buckling Load for Pin Ended Columns by Euler's Formula
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f
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Elastic Critical Buckling Load
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Cross-Sectional Area given Elastic Critical Buckling Load
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Radius of Gyration of Column given Elastic Critical Buckling Load
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Ultimate Strength for Symmetrical Reinforcement in Single Layers
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Ultimate Strength for Short, Square Members when Controlled by Tension
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Ultimate Strength for Short, Square Members when Governed by Compression
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Pressure Walls and Pillars subjected to Wind Pressure
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Unit Weight of Material given Wind Pressure
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f
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Radius of Gyration of Column given Allowable Compressive Stress for Aluminium Columns
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Allowable Compressive Stress for Aluminium Columns
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f
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Allowable Compressive Stress for Aluminium Columns given Column Yield Stress
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List of variables in Columns formulas
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x
Maximum Deflection at Mid Height
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f
x
Curvature of Column
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f
x
Minimum Eccentricity
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f
x
Least Lateral Dimension
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f
x
Columns Pressure
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f
x
Unit weight of RCC Column
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f
x
End Fixity Coefficient
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f
x
Modulus of Elasticity
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f
x
Allowable Column Compressive Stress
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f
x
Radius of Gyration of Column
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FAQ
What is the Effective Length of Column?
The Effective Length of Column can be defined as the length of an equivalent pin-ended column having the same load-carrying capacity as the member under consideration. Effective Length of Column is usually measured using the Millimeter for Length. Note that the value of Effective Length of Column is always positive.
Can the Effective Length of Column be negative?
No, the Effective Length of Column, measured in Length cannot be negative.
What unit is used to measure Effective Length of Column?
Effective Length of Column is usually measured using the Millimeter[mm] for Length. Meter[mm], Kilometer[mm], Decimeter[mm] are the few other units in which Effective Length of Column can be measured.
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