The compound steel bar shown in Fig. Q1(b) made of three uniform segments marked as 1, 2 and 3 of diameters 30mm, 20mm and 10mm respectively, is loaded as shown. (b) 30 mm 20 mm 10 mm 80 kN 40 kN + - 25 kN 2 m 1m Fig.Q1(b): Compound Bar (i) Draw the Free Body Diagram for each of the segments 1, 2 and 3 and mark the force at the ends in each segment. (ii) Determine the stress in each segment. If the Young's modulus for steel is 210 GNM², calculate the overall change in length of the bar. (ii)

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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The compound steel bar shown in Fig. Q1(b) made of three uniform
segments marked as 1, 2 and 3 of diameters 30mm, 20mm and 10mm
respectively, is loaded as shown.
(b)
30 mm
20 mm
10 mm
80 kN
40 kN +
- 25 kN
2 m
1m
Fig.Q1(b): Compound Bar
(i)
Draw the Free Body Diagram for each of the segments 1, 2
and 3 and mark the force at the ends in each segment.
(ii)
Determine the stress in each segment.
If the Young's modulus for steel is 210 GNM², calculate the
overall change in length of the bar.
(ii)
Transcribed Image Text:The compound steel bar shown in Fig. Q1(b) made of three uniform segments marked as 1, 2 and 3 of diameters 30mm, 20mm and 10mm respectively, is loaded as shown. (b) 30 mm 20 mm 10 mm 80 kN 40 kN + - 25 kN 2 m 1m Fig.Q1(b): Compound Bar (i) Draw the Free Body Diagram for each of the segments 1, 2 and 3 and mark the force at the ends in each segment. (ii) Determine the stress in each segment. If the Young's modulus for steel is 210 GNM², calculate the overall change in length of the bar. (ii)
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