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A rectangular block is subjected to two perpendicular stresses of 10 MPa tension and 10 MPa compression. Determine the stresses on planes inclined at (i) 30°, (ii) 45°, and (iii) 60° with the plane of compressive stress. Also find the principal stresses and draw the MOHR's circle. 30° 10 60° (a) 10 (MPa) 45° 10 45° 10 30° 60° ↑ 10 (c) 10

A rectangular block is subjected to two perpendicular stresses of 10 MPa tension and 10 MPa compression. Determine the stresses on planes inclined at (i) 30°, (ii) 45°, and (iii) 60° with the plane of compressive stress. Also find the principal stresses and draw the MOHR's circle. 30° 10 60° (a) 10 (MPa) 45° 10 45° 10 30° 60° ↑ 10 (c) 10

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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A rectangular block is subjected to two perpendicular stresses of 10 MPa tension and 10 MPa compression. Determine the stresses on planes inclined at (i) 30°, (ii) 45°, and (iii) 60° with the plane of compressive stress. Also find the principal stresses and draw the MOHR's circle. 30° 10 60° (a) 10 (MPa) 45° 10 45° 10 30° 60° ↑ 10 (c) 10
Transcribed Image Text:A rectangular block is subjected to two perpendicular stresses of 10 MPa tension and 10 MPa compression. Determine the stresses on planes inclined at (i) 30°, (ii) 45°, and (iii) 60° with the plane of compressive stress. Also find the principal stresses and draw the MOHR's circle. 30° 10 60° (a) 10 (MPa) 45° 10 45° 10 30° 60° ↑ 10 (c) 10
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