Calculate the design compressive strength,
\phi P_(n)
, of the built up column shown The column is 20 feet long with
k=1.0
about both axes. All plates have a yield stress of 50 ksi . Perform a local buckling check.

Question

Calculate the design compressive strength,

\phi P_(n)

, of the built up column shown The column is 20 feet long with

k=1.0

about both axes. All plates have a yield stress of 50 ksi . Perform a local buckling check.

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