critical element at point A is subjected to the plane stresses component as demonstrated in Figure 6. By using Transformation Equations, (a) Calculate the principal stresses and their locations acting at point A. (b) Calculate the maximum shear stresses and their locations acting the point A. (c) Calculate the normal and shear stresses on plane if the element rotate through of 53⁰ clockwise from the x-axis. (d) Solve the answers in (a), (b) and (c) by using Mohr's Circle Method. Use scale 1 cm : 10 MPa. P Element 28 MPa Figure 5 26 MPa Figure 6 136 MPa P

critical element at point A is subjected to the plane stresses component as demonstrated in Figure 6. By using Transformation Equations, (a) Calculate the principal stresses and their locations acting at point A. (b) Calculate the maximum shear stresses and their locations acting the point A. (c) Calculate the normal and shear stresses on plane if the element rotate through of 53⁰ clockwise from the x-axis. (d) Solve the answers in (a), (b) and (c) by using Mohr's Circle Method. Use scale 1 cm : 10 MPa. P Element 28 MPa Figure 5 26 MPa Figure 6 136 MPa P

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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