The ultimate moment resisting capacity of a simply supported prestressed concrete beam is obtained by using
A
force and moment equilibrium equations
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B
stess-strain relationship of concrete and steel
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C
moment equilibrium and compatibility condition
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D
force equilibrium equation alone
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Solution
The correct option is B stess-strain relationship of concrete and steel The ultimate moment for prestressed members like limit state and working stress method for RCC structure is calculated from stress-strain curve for concrete and steel.