

RCC Structures Design - Engineering
Q1: If a rectangular prestressed 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 beA 5 cm
B 10 cm
C 15 cm
D 20 cm
E 25 cm
ANS:B - 10 cm To determine the central dip of the parabolic tendon for a prestressed beam designed by the load balancing method, we need to ensure that the prestressing force provided by the tendon balances the total load on the beam. Given:
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