Angle of twist is zero on the shaft:
A shaft 10 m long and 100 mm diameter during its length is fixed at the ends and is subjected to two opposite torques of 8 kN-m and 10 kN-m at a distance of 3 m and 8 m from one end. Discover the fixing torques at the ends. What is the maximum angle of twist and the maximum shear stress in the shaft? At what section the angle of twist is zero on the shaft?
Take E = 80 GPa.
Solution
Σ T = 0
⇒ TA - 8 + 10 + TD = 0
∴ TA + TD = - 2
G = 80 GPa = 0.8 × 1011 N/m2 -------------- (1)
d = 100 mm = 0.1 m
J = (π /32)d 4 = (π/32) × (0.1)4 = 9.8 × 10- 6 m4
R = d /2= 100/2 = 0.05 m , ZP = 1.96 × 10- 4 m3
Figure (a)
Figure (b) : Line Diagram
Portion AB
θ 1 = (TA . l )/GJ = (TA × 3 )/GJ ---------- (2)
Portion BC
θ2 = ((TA - 8) × 5 )/ GJ -------- (3)
Portion CD
θ3 = ((TA - 8 + 10) × 2)/ GJ = ((TA + 2) × 2)/ GJ ---------- (4)
Angle of twist at D co.r.t A = 0
(TA × 3 )/ G J + ((TA - 8) × 5 )/ GJ + ((TA + 2) × 2)/ GJ = 0
∴ TA = 3.6 kN-m ----------- (5)
From Eqs. (1) and (5),
3.6 + TD = - 2
TD = - 5.6 kN-m = 5.6 kN-m ( )
Angle of Twist
θ1 = ((3.6 × 103 ) × 3) / ((0.8 × 1011 ) (9.8 × 10- 6 ))
= 1.4 × 10- 2 radians
θ2 = ((3.6 - 8) × 103 × 5 )/(0.8 × 1011 ) (9.8 × 10- 6 )= - 2.8 × 10- 2 radians
θ3 = (3.6 + 2) × 103 × 2 /((0.8 × 1011 ) (9.8 × 10- 6 ))= 1.4 × 10- 2 radians
θAB = θ1 = 1.4 × 10- 2 radians
θ AC = θ1 + θ2 = 1.4 × 10- 2 - 2.8 × 10- 2 = - 1.4 × 10- 2 radians
θAD = θAC + θ3 = - 1.4 × 10- 2
Shear Stress
+ 1.4 × 10- 2 = 0
τ max = (T/ J) . R = T/ Z P
Portion AB
τmax = 3.6 × 103 / (1.96 × 10- 4) = 18.4 × 106 N/m2 = 18.4 N/mm2
Portion BC
τ max = (3.6 - 8) × 103/ (1.96 × 10- 4)
= - 22.4 × 106 N/m2 = - 22.4 N/mm2
Portion CD
τ max = (3.6 + 2) × 103/1.96 × 10- 6 = 28.6 × 106 N/m2 = 28.6 N/mm2
Zero Angle of Twist
It occurs between B and C
θ1 = 1.4 × 10- 2 radians
∴ x = 2.5 m from B.