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PROBLEM (8.16) At a point in a loaded steel bracket the stresses are σ x = 50 MPa, σ y = -15 MPa,
τ xy = -30 MPa , as shown in Fig. P8.16. Determine the stresses acting on an element oriented at an
angle θ = 40o from the x axis. Sketch the result on a properly oriented element.
and
SOLUTION
1
1
2
2
1
1
= (50 − 15) + (50 + 15) cos80o − 30sin 80o = −6.45 MPa
2
2
σ x ' = (σ x + σ y ) + (σ x − σ y ) cos 2θ + τ xy sin 2θ
1
2
1
= − (50 + 15) sin 80o − 30 cos80o = −37.2 MPa
2
τ x ' y ' = − (σ x − σ y ) sin 2θ + τ xy cos 2θ
Hence,
σ y ' = σ x + σ y − σ x ' = 50 − 15 + 6.45 = 41.4 MPa
41.6 MPa
y’
29.8 MPa
6.4 MPa
x’
θ = 40o
x
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