Question: Design a 2 0 ft long double angle tension wind brace for a multi - story building to resist a wind force of 1 0

Design a 20 ft long double angle tension wind
brace for a multi-story building to resist a wind force
of 100 kips. Use A992 steel and 34 in. bolts
connected to the outstanding legs only. Assume two
lines of bolts with at least three bolts per line. Limit
the slenderness ratio to 300. Consider yield and net
section rupture, and design by (a) LRFD
Design a 2 0 ft long double angle tension wind

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