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_________________?

Civil Engineering Mcqs

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

Submitted By :Ali Uppal

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