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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Solution
The correct option is D 2.0 DL + 2.0 LL In ultimate load design concept for prestressed concrete girder used for bridges, the load factor taken for both L.L and D.L is 2.
Ultimate load = 2.0 Dead Load + 2.0 Live Load