RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hl/p
8hp/l²
8hp/l
8hl/p²

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RCC Structures Design
The spacing of transverse reinforcement of column is decided by the following consideration.

Forty-eight times the diameter of transverse reinforcement
Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column
The least lateral dimension of the column
All listed here

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