The rigid bar Is pinned at A and held by two flexible bars at E and C. The load P Is appled at B. The two flexible bars FE and DC each have a diameter of 1 In. The flexible bars are elastlic- perfectly plastic with a yleld stress equal to 20 ksi and a yleld strain of 0.001. Determine the following: The load P, at first yleld and the corresponding deflection at B, 8y The ultimate load P and the corresponding deflection 8u The permanent deflection and residual stresses in each rod If the ultimate load is removed Construct P-A curve showing yleld, ultimate and permanent deformation
The rigid bar Is pinned at A and held by two flexible bars at E and C. The load P Is appled at B. The two flexible bars FE and DC each have a diameter of 1 In. The flexible bars are elastlic- perfectly plastic with a yleld stress equal to 20 ksi and a yleld strain of 0.001. Determine the following: The load P, at first yleld and the corresponding deflection at B, 8y The ultimate load P and the corresponding deflection 8u The permanent deflection and residual stresses in each rod If the ultimate load is removed Construct P-A curve showing yleld, ultimate and permanent deformation
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Problem 2
The rigid bar is plnned at A and held by two flexible bars at E and C. The load P Is applled at B. The two
flexible bars FE and DC each have a diameter of 1 In. The flexible bars are elastic- perfectly plastic with a
yleld stress equal to 20 ksl and a yleld strain of 0.001. Determine the following:
The load R, at first yleld and the corresponding deflection at B, &,
The ultimate load Pu and the corresponding deflection du
The permanent deflection and residual stresses in each rod if the ultimate load is removed
Construct P - A curve showing yield, ultimate and permanent deformation
o (ksi)
1 ft
E
F
1 ft1 ft
20
B P
e (in./in.)
0.001
1 ft
D
2 ft 1 ft
A
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