Given data:Cross sectional area, A2 mm2; Weight, W = 12 N; Extension, 8 = 0.6 mm%3D3Modulus of elasticity, E150 Gpa = 150×10° N/mm´%3DTo find: Maximum length or wireSolution: Let, lmaximum length of the wire, Extension of the wire under its own%3Dweight,We12xl0.60.6= 0.02x10-3l; l =30000mm30m%3D%3D%3D2AE 2x2x(150x10)0.02x103Result: Maximum length of wire =30 mProblem 15. A copper alloy wire of 1.5 mm diameter and 30 m long is hangingfreely from a tower. When will be its elongation due to self weight? Take specificof the copper and its modulus of elasticity as 89.2 kN/m³and 90 Gparespectively.Given data:30x1089.2 kN/m°= 89.2×10° kN/mm = 89.2×10°N/mm³90 Gpa = 90 x 10° N/mm².Diameter, d1.5 mm; Length, L =30mmm3-6Specific weight, w =Modulus of elasticity, ETo find: Elongation of the wire. 8x(d)*품지(1.5)°-1Solution: Cross-sectional area of the wire, A =%3D

Given data, Diameter d = 1.5 mm Length L = 30 m = 30000 mm Specific weight w = 89.2 kN/m3 =…

Problem 15. A copper alloy wire of 1.5 mm diameter and 30 m long is hanging reely from a tower. When will be its elongation due to self weight? Take specific of the copper and its modulus of elasticity as 89.2 kN/m³and 90 Gpa respectively.

Problem 15. A copper alloy wire of 1.5 mm diameter and 30 m long is hanging reely from a tower. When will be its elongation due to self weight? Take specific of the copper and its modulus of elasticity as 89.2 kN/m³and 90 Gpa respectively.

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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