H.W 1 A 6 m long hollow bar of circular section has 140 mm diameter for a length of 4 m, while it has 120 mm diameter for a length of 2 m. The bore diameter is 80 mm throughout as shown in Fig. B C 140 80 300 kN+ 300 kN 80 120 IT - 2 m – 4 m Find the elongation of the bar, when it is subjected to an axial tensile force of 300 kN. Take modulus of elasticity for the bar material as 200 GPa.
H.W 1 A 6 m long hollow bar of circular section has 140 mm diameter for a length of 4 m, while it has 120 mm diameter for a length of 2 m. The bore diameter is 80 mm throughout as shown in Fig. B C 140 80 300 kN+ 300 kN 80 120 IT - 2 m – 4 m Find the elongation of the bar, when it is subjected to an axial tensile force of 300 kN. Take modulus of elasticity for the bar material as 200 GPa.
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
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Author:Segui, William T.
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Chapter1: Introduction
Section: Chapter Questions
Problem 1.5.6P: The data in Table 1.5.3 were obtained from a tensile test of a metal specimen with a rectangular...
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Transcribed Image Text:H.W 1
A 6 m long hollow bar of circular section has 140 mm diameter for a length
of 4 m, while it has 120 mm diameter for a length of 2 m. The bore diameter is 80 mm throughout
as shown in Fig.
140 80
300 kN +
300 kN
80 120
4 m
2 m
Find the elongation of the bar, when it is subjected to an axial tensile force of 300 kN. Take
modulus of elasticity for the bar material as 200 GPa.
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