MCQOPTIONS
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| 1. |
If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be |
| A. | cm |
| B. | 0 cm |
| C. | 5 cm |
| D. | 0 cm |
| Answer» C. 5 cm | |