A simply supported prestressed concrete beam is of 25 m span. The initial stress is 1000 MPa.
The slip in the jack during tensioning has been 2 mm, If Es=200GPa, the loss prestress due to anchorage slip is
A
16%
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B
12%
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C
10%
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D
1.6%
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Solution
The correct option is D 1.6% L=25000mmp0=1000N/mm2Slip=2mmLoss=δll×Es=225000×200×103=16N/mm2%loss=161000×100=1.6%