Consider the compound system consisting of three sections with cross-sectional areas 3A, 2A, and A and loaded as shown. Which of the following gives the maximum average normal stress in the system shown? 6P 4P 45 5 P/A

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Consider the compound system consisting of three sections with cross-sectional areas 3A,
2A, and A and loaded as shown. Which of the following gives the maximum average normal
stress in the system shown?
6P
4P
A5.5 P/A
B.4.5 P/A
3A
2A
A
3P
C.4 P/A
D.3 P/A
4P
6P
Which of the following is the highest value of stress within the strain hardening region of a
typical elasto-plastic material subjected to tensile test?
A. Elastic Limit
B.Yield Stress
C.Ultimate Stress
D.Proportional Limit
What is the lateral strain of a uniaxially loaded member if its longitudinal strain is 0.02 and
its Poisson's ratio is equal to 0.3?
A.+0.006
B.-0.006
C.+0.667
D.-0.667
Which of the following is the highest value of stress within the elastic region of a typical
elasto-plastic material subjected to tensile test?
A.Yield Stress
B.Elastic Limit
C.Ultimate Stress
D.Proportional Limit
Transcribed Image Text:Consider the compound system consisting of three sections with cross-sectional areas 3A, 2A, and A and loaded as shown. Which of the following gives the maximum average normal stress in the system shown? 6P 4P A5.5 P/A B.4.5 P/A 3A 2A A 3P C.4 P/A D.3 P/A 4P 6P Which of the following is the highest value of stress within the strain hardening region of a typical elasto-plastic material subjected to tensile test? A. Elastic Limit B.Yield Stress C.Ultimate Stress D.Proportional Limit What is the lateral strain of a uniaxially loaded member if its longitudinal strain is 0.02 and its Poisson's ratio is equal to 0.3? A.+0.006 B.-0.006 C.+0.667 D.-0.667 Which of the following is the highest value of stress within the elastic region of a typical elasto-plastic material subjected to tensile test? A.Yield Stress B.Elastic Limit C.Ultimate Stress D.Proportional Limit
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