Example 1: A plane-stress condition exists at a point on the surface of a loaded structure, where the stresses have the magnitudes and directions shown on the stress element of Fig. 1. Determine the stresses acting on an element that is oriented at a clockwise angle of 15° with respect to the original element. 12 MPa 1.4 MPa 46 MPa 32.6 MPa 0=-15° |19 MPa 31.0 MPa

Principles of Geotechnical Engineering (MindTap Course List)
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Author:Braja M. Das, Khaled Sobhan
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Chapter10: Stresses In A Soil Mass
Section: Chapter Questions
Problem 10.1CTP: EB and FG are two planes inside a soil element ABCD as shown in Figure 10.50. Stress conditions on...
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Example 1: A plane-stress condition exists at a point on the surface of a loaded
structure, where the stresses have the magnitudes and directions shown on the
stress element of Fig. 1. Determine the stresses acting on an element that is
oriented at a clockwise angle of 15° with respect to the original element.
12 MPa
1.4 MPa
46 MPа
32.6 MPa
|19 MPa
|0 = -15°
T.
31.0 MPa
X1
Transcribed Image Text:Example 1: A plane-stress condition exists at a point on the surface of a loaded structure, where the stresses have the magnitudes and directions shown on the stress element of Fig. 1. Determine the stresses acting on an element that is oriented at a clockwise angle of 15° with respect to the original element. 12 MPa 1.4 MPa 46 MPа 32.6 MPa |19 MPa |0 = -15° T. 31.0 MPa X1
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