GATE CE 2017 Set 2 — Question 40

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NAT+2 / -0MediumPrestressed Concrete BeamsSlabs, Columns & PrestressedStructural Engineering

Structural Engineering → Slabs, Columns & Prestressed → Prestressed Concrete Beams

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Question

A simply supported rectangular concrete beam of span 8 m8\text{ m} has to be prestressed with a force of 1600 kN1600\text{ kN}. The tendon is of parabolic profile having zero eccentricity at the supports. The beam has to carry an external uniformly distributed load of intensity 30 kN/m30\text{ kN/m}. Neglecting the self-weight of the beam, the maximum dip (in meters, up to two decimal places) of the tendon at the mid-span to balance the external load should be __________
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