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This document computes the compressive strength of a WT12x81 steel member with pinned ends and effective lengths of 8m, 6m, and 6m along three axes. It checks for slender elements, calculates the elastic buckling stresses for different axes, determines the critical buckling stresses, and computes the design strength as 2647.6 kN.

Author

Dubu Dubu

Language

EN