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Question

For ultimate load design of prestressed concrete girders used for bridges, combination of load factors used is (where DL and LL are dead and live loads respectively)

A
1.5 DL + 2.5 LL
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B
1.0 DL + 2.5 LL
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C
1.0 DL + 2.0 LL
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D
2.0 DL + 2.0 LL
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