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PROBLEM 1 - A closed cylindrical tank 400 mm in diameter and 2.5 mm subjected to an axial compressive force and uniform internal pressure. The stresses acting on an element of side is shown in the figure. What is the maximum shearing stress? а.) 20 MPа b.) 30 MPа c.) 40 MPa d.) 50 MPa T (MPa) thick is 30 40 O (MPa) e.) none of the above 90

PROBLEM 1 - A closed cylindrical tank 400 mm in diameter and 2.5 mm subjected to an axial compressive force and uniform internal pressure. The stresses acting on an element of side is shown in the figure. What is the maximum shearing stress? а.) 20 MPа b.) 30 MPа c.) 40 MPa d.) 50 MPa T (MPa) thick is 30 40 O (MPa) e.) none of the above 90

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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PROBLEM 1 - A closed cylindrical tank 400 mm in diameter and 2.5 mm thick is subjected to an axial compressive force and uniform internal pressure. The stresses acting on an element of side is shown in the figure. What is the maximum shearing stress? а.) 20 MPа b.) 30 MPа с.) 40 MPа d.) 50 MPa т (MPa) 30 40 о (MPa) e.) none of the above 90
Transcribed Image Text:PROBLEM 1 - A closed cylindrical tank 400 mm in diameter and 2.5 mm thick is subjected to an axial compressive force and uniform internal pressure. The stresses acting on an element of side is shown in the figure. What is the maximum shearing stress? а.) 20 MPа b.) 30 MPа с.) 40 MPа d.) 50 MPa т (MPa) 30 40 о (MPa) e.) none of the above 90
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