(a) the maximum stress to be applied to the wires at the jacking end, (b) the expected extension at the jack. Assume the modulus of elasticity of steel as 210 kN/mm2.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A cylindrical water tank having an external
diameter of 50 m is to be prestressed
circumferentially by means of high tensile
wire cables jacked at four points,
90 degrees apart. If the minimum stress in
the cable wires immediately
after tensioning is 500 N/mm2 and the
coefficient of friction is 0.5, estimate
(a) the maximum stress to be applied to the
wires at the jacking end, (b) the
expected extension at the jack.
Assume the modulus of elasticity of steel as
210 kN/mm2.
[Ans: Stress in wires at jacking end = 1102
N/mm2;
Extension at the jacking end = 149.7 mm]
Transcribed Image Text:A cylindrical water tank having an external diameter of 50 m is to be prestressed circumferentially by means of high tensile wire cables jacked at four points, 90 degrees apart. If the minimum stress in the cable wires immediately after tensioning is 500 N/mm2 and the coefficient of friction is 0.5, estimate (a) the maximum stress to be applied to the wires at the jacking end, (b) the expected extension at the jack. Assume the modulus of elasticity of steel as 210 kN/mm2. [Ans: Stress in wires at jacking end = 1102 N/mm2; Extension at the jacking end = 149.7 mm]
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