In a pre-stress concrete beam section, net loss 10% and final pre-stressing force applied at X is 750kN. The initial fibre stresses (N/mm2) at top and bottom are
A
4.166 and 20.833
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B
- 4.166 and - 20.833
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C
4.166 and 20.833
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D
- 4.166 and 20.833
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Solution
The correct option is D - 4.166 and 20.833 Given, net loss = 10%
After loss, final prestressig force = 750 kN
Hence, initial prestressing force