An HSS 10 X 6x 16 with F, = 46 ksi is used as a column. The length is 15 feet. Both ends are pinned, and there is support against weak axis buckling at a point 6 feet from the top. Determine a. the design strength for LRFD. b. the allowable stress for ASD. 6' 15' 9' ectangular Snip у-аxis х-ахis

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