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sm9 14

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PROBLEM (9.14) Calculate the normal and shearing stresses on the spiral weld of the steel shaft of
diameter d acted upon by an axial load P and a torque T as shown in Fig. P9.14.
Given: P = 200 kN, T = 2 kN ⋅ m,
d = 50 mm,
φ = 60°
SOLUTION
θ = α + 90 = 60 + 90 = 150 o
x'
P
σx =
A
x
θ
τ xy =
y'
σx =
200 × 103
π
= 102 MPa
2
(0.05)
4
16(2 × 10−3 )
τ=
= 81.5 MPa
π (0.05)3
16T
πd3
Equations(8.4):
σ w = σ x' =
102 102
cos 300o + 81.5cos 300o = 147.1 MPa
+
2
2
and
τ w = τ x' y' = −
102
sin 300o − 81.5cos 300o = 44.2 − 40.75 = 3.45 MPa
2
x’
150 o
147.1 MPa
x
3.45 MPa
y’
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