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Q. |
Pick up the assumption for the design of a pre-stressed concrete member from the following: |
A. | A transverse plane section remains a plane afterbending |
B. | During deformation limits, Hook'slaw is equally applicable to concrete as well asto steel |
C. | Variation of stress in reinforcement due to changes in external loading is negligible |
D. | All the above |
Answer» D. All the above |
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