Column as a Compression member has to be analyzed after analyzed for Buckling Class for understanding maximum load on different Buckling Axis as well as Limiting Width to Thickness Ratio from which Effective Area of given Rolled Steel Beam Section (ISxB) Section plays an important role as per Indian Standard (Codal) Provision.
from this, One can learn about how to classify the given section, Buckling Class as well as an effective area of the given Rolled section.
Classification of an Angle Section | Strut Analysis Step for an Effective Area
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Concentric Loading Equation for Strut | ISA Section
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Ex 01 | Strut Analysis | Concentric Loading | Equal Angle Section
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Eccentric Loading Equation for Strut | ISA Section
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Ex 02 | Strut Analysis | Eccentric Loading | Equal Angle Section
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EX 1 | DESIGN LOAD OF GIVEN COLUMN SECTION
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EX 2 | DESIGN LOAD OF COLUMN | DIFFERENT EFFECTIVE LENGTH W.R.TO AXIS
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