The percentage loss of pre-stress due to anchorage slip of 3 mm in a concrete beam of length 30 m, which is post-tensioned by a tendon with an initial stress of 1200 N/mm2 and modulus of elasticity equal to 2.1 x 105N/mm2 is
A
0.0175
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B
0.175
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C
1.75
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D
17.5
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Solution
The correct option is C 1.75 Initial stress = 1200 N/mm2
loss in stress =strainduetoslip×modulusofelasticity