Question: Given: W / 1 4 1 3 2 ASTM A 5 7 2 Gr 5 0 Steel. Column length = 1 8 ft long and
Given:
W
ASTM A Gr Steel.
Column length ft long and pinned at top and bottom.
Determine:
Maximum allowable compressive stress Fa assuming no lateral bracing.
Maximum allowable compressive load P assuming no lateral bracing.
Maximum allowable compressive stress Fa assuming the column braced at mid height in the week axis.
Maximum allowable compressive load P
assuming the column braced at mid height in the week axis.
Find the lightest W that can safely carry a load P Kips.
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