Question: Problem 4 : A W 3 1 0 5 2 beam of 3 5 0 W steel spans ( 7 , 3 0 0

Problem 4:
A W31052 beam of 350 W steel spans \(7,300\mathrm{~mm}\) and is connected to columns at either end by means of standard web angle connections (pinned connection). The top flange of the beam is laterally supported by continuous bracing. Determine the uniformly distributed factored load that the beam can resist.
Problem 4 : A W 3 1 0 5 2 beam of 3 5 0 W steel

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