diameter and the length of eac portion of the bar is 15 m ng. If the bar is subjected an etermine (1) Stress in each se [Take E = 200 x 10 N/ D, = 15 mm; D; = 30 mm- %3D L2 = 500 mm; L; 200 mm

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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Example 1.7 A steel har 900 mm long. Iis two ends
are 40 mm and 30 mm in diameter and the length of each rod
is 200 mm. The middle portion of the bar is 15 mm in
diameter and 500 mm long. If the bar is suhjected an axial
tensile load of 15 kN, determine (1) Stress in each section,
200 x 10 N/mm²].
(2) Total extension.
[Take E = .
%3D
Given: D, = 40 mm; D2 15 mm;
D; = 30 mm;
%3D
%3D
%3D
L,
= 200 mm; L2 = 500 mm; L,= 200 mm.
P = 15 kN = 15 x 103 N; E= 200 x 103 N/mm2.
D, = 40 mm
Dz- 15 mm
D3- 30 mm
15 KN
15 KN
- 200 mm
500 mm L 200 mm
Fig. 1.5.
Transcribed Image Text:Example 1.7 A steel har 900 mm long. Iis two ends are 40 mm and 30 mm in diameter and the length of each rod is 200 mm. The middle portion of the bar is 15 mm in diameter and 500 mm long. If the bar is suhjected an axial tensile load of 15 kN, determine (1) Stress in each section, 200 x 10 N/mm²]. (2) Total extension. [Take E = . %3D Given: D, = 40 mm; D2 15 mm; D; = 30 mm; %3D %3D %3D L, = 200 mm; L2 = 500 mm; L,= 200 mm. P = 15 kN = 15 x 103 N; E= 200 x 103 N/mm2. D, = 40 mm Dz- 15 mm D3- 30 mm 15 KN 15 KN - 200 mm 500 mm L 200 mm Fig. 1.5.
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