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| 1. |
A prestressed concrete beam, 200mm wide and 300mm deep is prestressed with wires (area is 320mm2) located at a constant eccentricity of 50mm, initial stress of 1000n/mm2, span is 10m. Calculate loss of stress due to friction and slip anchorage of post tensioned beam?(Es = 210kn/mm2, Ec = 35kn/mm2)$ |
| A. | 21 and 15 |
| B. | 35 and 25 |
| C. | 15 and 20 |
| D. | 5 and 10 |
| Answer» B. 35 and 25 | |