In the prestressed concrete beam section shown in the given figure (all dimensions in mm in the figure), if the net losses are 15% and final prestressing force applied at 'A' is 500 kN, the initial extreme fibre stresses at top and bottom will be respectively 150 mm 75 min 75 mm 250 mm ---

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Author:Segui, William T.
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Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.1.3P
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In the prestressed concrete beam section shown
in the given figure (all dimensions in mm in the
figure), if the net losses are 15% and final
prestressing force applied at 'A' is 500 kN, the
initial extreme fibre stresses at top and bottom
will be respectively
ww OGL
75 min 75 mm
21
H-250 mm
*
**
E
I
#
1
L
Transcribed Image Text:In the prestressed concrete beam section shown in the given figure (all dimensions in mm in the figure), if the net losses are 15% and final prestressing force applied at 'A' is 500 kN, the initial extreme fibre stresses at top and bottom will be respectively ww OGL 75 min 75 mm 21 H-250 mm * ** E I # 1 L
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