A steel circular bar has three segments as shown in the fig. Determine the total elongation ofthe bar. Take E = 210 GPa. 50KN 300 330 kN 15 mm 30 nm 20 mm +80 kN A +150 mm- 200 mm 250 mm B.

Elements Of Electromagnetics
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ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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(d) Define Modulus of Resilience
2. Draw the stress-strain diagram for a typical ductile material and locate the salient points onit
3. A bar of 25 mm diameter is tested in tension. It is observed that when a load of 60 kN is applied, the
measured over a gauge length of 200 mm is 0.12 mm and contraction in diameter is 0.0045 mm. Find Poissa
4. A circular rod of diameter 16 mm and 500 mm long is subjected to a tensile force 40 kN. The modulus of e
steel may be taken as 200 kN/mm?. Find the elongation and strainin the bar due to applied load.
5. Define (a) Resilience (b) Proof resilience
PART -B
structions: Part B consists of 3 Units. Answer any one full question from each unit. Each questioncarries 8 marks and may have su
1. A steel circular bar has three segments as shown in the fig. Determine the total elongation ofthe bar. Take E = 210 GPa.
300 kNI 330 kN
30 mm
50KN
15 mm
20 mm
80 kN
A
+ 150 mm 200 mm 250 mm
B.
D
(OR)
Transcribed Image Text:(d) Define Modulus of Resilience 2. Draw the stress-strain diagram for a typical ductile material and locate the salient points onit 3. A bar of 25 mm diameter is tested in tension. It is observed that when a load of 60 kN is applied, the measured over a gauge length of 200 mm is 0.12 mm and contraction in diameter is 0.0045 mm. Find Poissa 4. A circular rod of diameter 16 mm and 500 mm long is subjected to a tensile force 40 kN. The modulus of e steel may be taken as 200 kN/mm?. Find the elongation and strainin the bar due to applied load. 5. Define (a) Resilience (b) Proof resilience PART -B structions: Part B consists of 3 Units. Answer any one full question from each unit. Each questioncarries 8 marks and may have su 1. A steel circular bar has three segments as shown in the fig. Determine the total elongation ofthe bar. Take E = 210 GPa. 300 kNI 330 kN 30 mm 50KN 15 mm 20 mm 80 kN A + 150 mm 200 mm 250 mm B. D (OR)
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