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418
CHAPTER SIXTEEN
2000 psi
12,000 psi
12,000 psi
55°
2000 psi
10 MPa
PROB. 16.27
10 MPa
10 MPa
10 MPa
PROB. 16.28
6 MPa
14 MPa
16 MPa
14 MPa
PROB. 16.29
5 MPa
8 MPa
10 MPa
8 MPa
8 MPa
5 MPa
18 MPa
10 MPa
PROB. 16.30
4 ksi
4 ksi
14 ksi
4 ksi
PROB. 16.31
In Probs. 16.32 through 16.39, the state of stress is shown in
the figure. Use Mohr's circle to find (a) the principal stresses
and planes of principal stress, and (b) the maximum shear
stress and the planes of maximum shear stress. Show your
results on a sketch.
70°
"
16.32 Use the figure for Prob. 16.24.
16.33 Use the figure for Prob. 16.25.
16.34 Use the figure for Prob. 16.26.
30°
B
x
70°
B
16.35 Use the figure for Prob. 16.27.
16.36 Use the figure for Prob. 16.28.
16.37 Use the figure for Prob. 16.29.
16.38 Use the figure for Prob. 16.30.
16.39 Use the figure for Prob. 16.31.
16.10 AXIAL STRESS
A condition of axial stress exists when normal stress occurs.
in one direction only. Such is the case for an axially loaded
member, as discussed in Chapter 10. From equilibrium, we
determined the normal and shear stresses for an oblique sec-
tion. The same results can be obtained by Mohr's circle. The
following example illustrates the method.
Example 16.10
The state of stress is shown in Fig. 16.17(a). Use Mohr's circle to find the shear stress and normal stress
on a plane forming an angle with the x axis.
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