stress transformation and mohr's circle - Foundation Coalition
stress transformation and mohr's circle - Foundation Coalition
stress transformation and mohr's circle - Foundation Coalition
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126 CHAPTER 5. STRESS TRANSFORMATION AND MOHR’S CIRCLE<br />
a)<br />
b) 0 ◦<br />
z<br />
y<br />
σ xy ' '<br />
Maximum Normal<br />
c) 2 MPa at points ( 6, 2) <strong>and</strong> (6, −2)<br />
x<br />
σyy =6<br />
σyx =2<br />
Figure 5.25:<br />
Maximum Shear<br />
x-face<br />
B(6,2)<br />
A(6,0)<br />
Figure 5.26:<br />
Solution<br />
σxy =2<br />
C(6,-2)<br />
y-face<br />
Maximum Shear<br />
σxx =6<br />
Maximum normal<br />
σ xx ' '
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