1. Sketch a cable structure supported by a frictionless roller which is located on top of towers A and B. Determine () maximum tensile forces in the cable for the uniformly distributed load w = 11.8 EN/m, hị = 3 m, d = 2 m and span length of L = 31.8 m, and (ii) vertical reaction forces exerted by towers at A and B. Assume that the position of support A is in higher than B and the angles of anchor cable from the horizontal line of support A and B are O = 26.8 and Og = 36.8 degree.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1. Sketch a cable structure supported by a frictionless roller which is located on top of towers A and B. Determine (i)
maximum tensile forces in the cable for the uniformly distributed load w = 11.8
EN/m, hị = 3 m, d = 2 m and span
length of L = 31.8 m, and (ii) vertical reaction forces exerted by towers at A and B. Assume that the position of
support A is in higher than B and the angles of anchor cable from the horizontal line of support A and B are Oa = 26.8
and Og - 36.8 degree.
Transcribed Image Text:1. Sketch a cable structure supported by a frictionless roller which is located on top of towers A and B. Determine (i) maximum tensile forces in the cable for the uniformly distributed load w = 11.8 EN/m, hị = 3 m, d = 2 m and span length of L = 31.8 m, and (ii) vertical reaction forces exerted by towers at A and B. Assume that the position of support A is in higher than B and the angles of anchor cable from the horizontal line of support A and B are Oa = 26.8 and Og - 36.8 degree.
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