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Engineering
Civil Engineering
As- 1400 mm

As- 1400 mm

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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As- 1400 m ? b,= 1200 mm Pi= 1900 N/ mm? Li: 6 KN/m 40 MPa 180 fc= LCspan) = 20 m 1200 200 300 Assume 20%. loss @ working /ervice Canditians Determine Vci * Vcw @ 500 mm from hirge support Force in tendon = P e = egl 1 2.5m 2.5m
Transcribed Image Text:As- 1400 m ? b,= 1200 mm Pi= 1900 N/ mm? Li: 6 KN/m 40 MPa 180 fc= LCspan) = 20 m 1200 200 300 Assume 20%. loss @ working /ervice Canditians Determine Vci * Vcw @ 500 mm from hirge support Force in tendon = P e = egl 1 2.5m 2.5m
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