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Engineering, 13.09.2019 23:30 bryantnaomi6

Select the lightest
available w14 section for column tosupport the axial
compression loads pd=150k and pl=200 k if kl =14ft and a572 grade
50 steel is used. column is assumed to be inframe that is braced
against side-sway. use trial and error methodin which a kl/r value
is estimated. solution should have requiredareas calculated, trial
section selected checked revised ifnecessary.

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Answers: 2

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Select the lightest
available w14 section for column tosupport the axial
compression loa...
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