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s 10 KN/m², which covers the left half of the s the girder at 25 m from the left end. Find also

s 10 KN/m², which covers the left half of the s the girder at 25 m from the left end. Find also

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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Example 4.6: A suspension bridge of 100 m span and roadway 6 m has two-hinged stiffening girders supported by two cables. has dip 10 m. The D.L. of the bridge is 5 kN/m² and the L.L. is 10 KN/m², which covers the left half of the span. Determine the S.F. and B.M. for the girder at 25 m from the left end. Find also the max. tension in the cable for this position of load. h 10 m C *25 m ""= 100 m "We" "h"=10 m 30 kN/m X "-100 m, -15 kN/m
Transcribed Image Text:Example 4.6: A suspension bridge of 100 m span and roadway 6 m has two-hinged stiffening girders supported by two cables. has dip 10 m. The D.L. of the bridge is 5 kN/m² and the L.L. is 10 KN/m², which covers the left half of the span. Determine the S.F. and B.M. for the girder at 25 m from the left end. Find also the max. tension in the cable for this position of load. h 10 m C *25 m ""= 100 m "We" "h"=10 m 30 kN/m X "-100 m, -15 kN/m
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