A simply supported RCC beam of effective length 5 m and section of size 200 mm × 300 mm is having flexural strength of 18 kN-m. Calculate the maximum external udl that can be applied to the beam before failure. Take self-weight as 1 kN/m.

1
4.76 kN/m
2
5.76 kN/m
3
3.76 kN/m
4
6.76 kN/m

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