In the PSC beam shown, fok = 45 MPa and it supports a UDL of 15 kN/m including self weight. It is prestressed by a parabolic cable carrying an effective prestress of 200 kN. The shear resistance of uncracked section at the support will be Parabolic tendon 150 25. 100 125 150 K 4000 → -4000 All dimensions are in mm + 00

In the PSC beam shown, fok = 45 MPa and it supports a UDL of 15 kN/m including self weight. It is prestressed by a parabolic cable carrying an effective prestress of 200 kN. The shear resistance of uncracked section at the support will be Parabolic tendon 150 25. 100 125 150 K 4000 → -4000 All dimensions are in mm + 00

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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