RCC Structures Design

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. 5 cm
  • B. 10 cm
  • C. 15 cm
  • D. 20 cm
Answer: Option B.

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