resistance of uncracked section at the support

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Civil Engineering
19.
150
25.
Parabolic Tendom
100
125
4150 ►
4000
4000
In the P.S.C. beam shown, fok = 45 MPa and it
supports a u.d.l. 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
E00-
Transcribed Image Text:Civil Engineering 19. 150 25. Parabolic Tendom 100 125 4150 ► 4000 4000 In the P.S.C. beam shown, fok = 45 MPa and it supports a u.d.l. 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 E00-
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