Question: Determine the theoretical buckling strength ( Euler buckling load ) for an HSS 1 0 5 3 8 A 5 0 0 Grade C column

Determine the theoretical buckling strength (Euler
buckling load) for an HSS 10538 A500 Grade C
column with an effective length of 20 ft . Will the
theoretical column buckle or yield at this length?
USE EULER BUCKLING LOAD EQUATION
Determine the theoretical buckling strength (

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