Situation 8-A closed cylindrical vessel 600 mm in diameter and 2.5 mm thick is subjected to an internal pressure, p and an axial force, F resulting to the final stress represented by the Mohr's circle shown. Given: a 50 MPa, b = 36 MPa, and c= 104 MPa. Determine the following: 87. The magnitude of the internal pressure "p" in MPa. B. 1.09 C. 0.85 88. The magnitude of the axial force "F" in kN. A. 1.36 A. 156.3 A. 60.5 B. 262.5 B. 96.3 D. 1.58 C. 214.7 D. 325.4 C. 85.5 D. 52.4 89. The maximum shearing stress in MPa. a b X y C Situation 9 Given the following data of the figure shown:

Structural Analysis
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Chapter2: Loads On Structures
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Situation 8-A closed cylindrical vessel 600 mm in diameter and 2.5
mm thick is subjected to an internal pressure, p and an axial
force, F resulting to the final stress represented by the Mohr's
circle shown.
Given: a 50 MPa, b = 36 MPa, and c= 104 MPa.
Determine the following:
87. The magnitude of the internal pressure "p" in MPa.
B. 1.09
C. 0.85
88. The magnitude of the axial force "F" in kN.
A. 1.36
A. 156.3
A. 60.5
B. 262.5
B. 96.3
D. 1.58
C. 214.7
D. 325.4
C. 85.5
D. 52.4
89. The maximum shearing stress in MPa.
a
b
X
y
C
Situation 9 Given the following data of the figure shown:
Transcribed Image Text:Situation 8-A closed cylindrical vessel 600 mm in diameter and 2.5 mm thick is subjected to an internal pressure, p and an axial force, F resulting to the final stress represented by the Mohr's circle shown. Given: a 50 MPa, b = 36 MPa, and c= 104 MPa. Determine the following: 87. The magnitude of the internal pressure "p" in MPa. B. 1.09 C. 0.85 88. The magnitude of the axial force "F" in kN. A. 1.36 A. 156.3 A. 60.5 B. 262.5 B. 96.3 D. 1.58 C. 214.7 D. 325.4 C. 85.5 D. 52.4 89. The maximum shearing stress in MPa. a b X y C Situation 9 Given the following data of the figure shown:
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