Dead load of the beams is ω/2 per unit run. Live load on the beams is ω/2 per unit run. The two segments are hoisted on simple supports; and then continuity is established at the mid-support before live load is applied. The design mid-span moment is 

1
\(\frac{\omega l^2}{8}\)
2
\(\frac{\omega l^2}{16}\)
3
\(\frac{\omega l^2}{32}\)
4
\(\frac{3\omega l^2}{32}\)

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