_______________________________________________________________________
PROBLEM (8.24) Calculate the normal and shear stresses acting on the inclined plane in Fig. P8.23
for
σ
= 2ksi.
SOLUTION
ksiksi yx 5.22 −==
σ
σ
o
xy 150 ==
θτ
'2 2.5 2 2.5 cos30
22 o
x
σ
−+
=+ ksi
699.1949.125.0
=
+
−
=
'' 22.5
sin30 1.125
2o
xy ksi
τ
+
=− =−
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