Situation 1. A closed cylindrical tank 500mm in diameter and made of 2mm thick plate is subjected to an internal pressure, p=1MPa and an axial tensile force, F-25kN. 1. Determine the longitudinal and tangential stresses (MPa) produced in the wall of the tank, respectively. A. 70.46, 125 B. 132.95, 62.5 2. On a plane making an angle of 25° with the longitudinal axis of the tank, calculate the normal stress. A. 113.84 B. 120.37 C. 62.5, 125 D. 125, 70.46 A. 23.94 B. 20.89 C. 115.26 D. 80.20 3. On a plane making an angle of 25° with the longitudinal axis of the tank, calculate the shear stress. C. 26.99 D. 17.53

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Situation 1. A closed cylindrical tank 500mm in diameter and made of 2mm thick
plate is subjected to an internal pressure, p=1MPa and an axial tensile
force, F-25kN.
1. Determine the longitudinal and tangential stresses (MPa) produced in the
wall of the tank, respectively.
A. 70.46, 125
B. 132.95, 62.5
2. On a plane making an angle of 25° with the longitudinal axis of the tank,
calculate the normal stress.
A. 113.84
B. 120.37
C. 62.5, 125
D. 125, 70.46
A. 23.94
B. 20.89
C. 115.26
D. 80.20
3. On a plane making an angle of 25° with the longitudinal axis of the tank,
calculate the shear stress.
C. 26.99
D. 17.53
Transcribed Image Text:Situation 1. A closed cylindrical tank 500mm in diameter and made of 2mm thick plate is subjected to an internal pressure, p=1MPa and an axial tensile force, F-25kN. 1. Determine the longitudinal and tangential stresses (MPa) produced in the wall of the tank, respectively. A. 70.46, 125 B. 132.95, 62.5 2. On a plane making an angle of 25° with the longitudinal axis of the tank, calculate the normal stress. A. 113.84 B. 120.37 C. 62.5, 125 D. 125, 70.46 A. 23.94 B. 20.89 C. 115.26 D. 80.20 3. On a plane making an angle of 25° with the longitudinal axis of the tank, calculate the shear stress. C. 26.99 D. 17.53
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