RCC Structures Design Mcqs


Q.  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



 
 

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