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sm8 14

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PROBLEM (8.14) At a particular point in a loaded machine part (use Fig. P8.9), the stresses are as
follows:
σx
= 6 ksi,
σy
= -4 ksi , and τ xy = 0. Determine the normal and shear stresses on the plane
whose normals are at angles of -30o and 120o with the x axis. Sketch the results on a properly oriented
elements.
SOLUTION
y’
x
At θ = −30 :
o
o
30
x’
4.33 ksi
3.5 ksi
6−4 6+4
cos(−60o ) + 0 = 1 + 2.5 = 3.5 ksi
+
2
2
6+4
sin(−60o ) + 0 = 4.33 ksi
=−
2
σ x' =
τ x' y'
1.5 ksi
x’
4.33 ksi
At θ = 120o :
120o
y’
x
6−4 6+4
cos 240o = −1.5 ksi
+
2
2
6+4
sin 240o = 4.33 ksi
=−
2
σ x' =
τ x' y'
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