A rectangular beam of width 300mm and depth of 850 mm is proposed to carry a BM, SF, and torsion of 200 KN-m, 100 KN, and 100 KN-m respectively. If M30 grade concrete and Fe415 steel are used and the effective cover on both sides is 50mm. Calculate the area of reinforcement in tension and compression respectively.

1
819 mm2 and 832 mm2
2
1626 mm2 and 832 mm2
3
94 mm2 and 819 mm2
4
1626 mm2 and 94 mm2

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