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A double angle discontinuous strut to carry a factored axial comp of 178kN the length of strut between centre of intersection 9s 3.08m design the member for following two cases1)angle packed back
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to back in opposite site of gusset plate 2)Angle place same side of gusset

Angle are tack bolted & provided wotj min of two bolts

Given P=178KN

l=3.05m

leff=0 8×3.08

=2464mm

consider fed=150mpa

Pd=Ae×fcd

178×103=Ae×150

back to back connection Ae=1186.67mm2 Area required

Area of each angle=1186.672=56.33mm2

Assume fcd=90mpa

Pd=Ae×fcd

178×103=Ae×90 …

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