50 50mm 40 40mm 30 60 kN 60 kN 20 10 500mm 400mm 0.0000 0.0005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 STRAIN SSTLLS

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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The bar ABC in the figure consists of two cylindrical segments. The material of the bar has the stress-strain diagram shown.

Calculate the strain in segment BC caused by the 60-kN axial load.

Calculate the elongation in segment AB caused by the 60-kN axial load.

50
50mm
40
40mm
30
C
60 kN
60 kN
20
10
A
→ 500mm
→ 400mm
0.0000
0.0005 0.010
0.015
0.020
0.025
0.030
0.035
0.040
STRAIN
SSTNLS
B
Transcribed Image Text:50 50mm 40 40mm 30 C 60 kN 60 kN 20 10 A → 500mm → 400mm 0.0000 0.0005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 STRAIN SSTNLS B
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