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A 200 mm by 300 mm prestressed concrete beam having a span of 6 m is subjected to a prestressing force of 200 kN. Determine the deflection of the beam. Unit wt. of concrete, yc = 23.54 kN/m°, Ec =13000 MPa. 200 mm 150 c.g.c. c.g.c. 30 mm 70 mm 30 mm 150 120 L= 6 m At support 200 mm 150 c.g.c. 100 mm 150 50 At midpan.

A 200 mm by 300 mm prestressed concrete beam having a span of 6 m is subjected to a prestressing force of 200 kN. Determine the deflection of the beam. Unit wt. of concrete, yc = 23.54 kN/m°, Ec =13000 MPa. 200 mm 150 c.g.c. c.g.c. 30 mm 70 mm 30 mm 150 120 L= 6 m At support 200 mm 150 c.g.c. 100 mm 150 50 At midpan.

Structural Analysis
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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A 200mm by 300mm prestressed concrete beam having a span of 6m is subjected to a prestressing of 200mmkn. determine the deflection of the beam. Figure Below

EXAMPLE A 200 mm by 300 mm prestressed concrete beam having a span of 6 m is subjected to a prestressing force of 200 kN. Determine the deflection of the beam. Unit wt. of concrete, yc = 23.54 kN/m, Ec =13000 MPa. 200 mm 150 c.g.c. c.g.c. 30 mm 30 mm 70 mm e 150 120 L = 6 m At support 200 mm 150 c.g.c. 100 mm 50 150 At midpan.
Transcribed Image Text:EXAMPLE A 200 mm by 300 mm prestressed concrete beam having a span of 6 m is subjected to a prestressing force of 200 kN. Determine the deflection of the beam. Unit wt. of concrete, yc = 23.54 kN/m, Ec =13000 MPa. 200 mm 150 c.g.c. c.g.c. 30 mm 30 mm 70 mm e 150 120 L = 6 m At support 200 mm 150 c.g.c. 100 mm 50 150 At midpan.
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