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Question

If two aluminum bar have a different length (L1 = 2L2) and diameter (d1 = 2d2) with an identical angle of a twist then, find torque value for bar 1, If bar 2 torque value is 50 N-m

The correct answer is

400 N-m

Torque Calculation for Aluminum Bars

This problem involves determining the torque in one aluminum bar given the torque in another, considering differences in their dimensions but the same angle of twist. The relationship between torque, material properties, dimensions, and angle of twist for a circular shaft under torsion is described by the torsion formula.

The torsion formula is given by:

\(T = \frac{GJ\theta}{L}\)

Where:

  • \(T\) is the applied torque
  • \(G\) is the shear modulus of the material
  • \(J\) is the polar moment of inertia of the cross-section
  • \(\theta\) is the angle of twist
  • \(L\) is the length of the shaft

For a solid circular shaft with diameter \(d\), the polar moment of inertia \(J\) is:

\(J = \frac{\pi d^4}{32}\)

We are given two aluminum bars (let's call them bar 1 and bar 2) with the following relationships:

  • Length of bar 1, \(L_1 = 2L_2\)
  • Diameter of bar 1, \(d_1 = 2d_2\)
  • Angle of twist is identical for both bars, \(\theta_1 = \theta_2\)
  • Torque in bar 2, \(T_2 = 50 \text{ N-m}\)

Since both bars are made of aluminum, their shear modulus \(G\) is the same (\(G_1 = G_2 = G\)).

Let's write the torsion formula for both bars:

For bar 1: \(T_1 = \frac{G J_1 \theta_1}{L_1}\)

For bar 2: \(T_2 = \frac{G J_2 \theta_2}{L_2}\)

Now, let's find the relationship between the polar moments of inertia \(J_1\) and \(J_2\):

\(J_1 = \frac{\pi d_1^4}{32}\)

Substitute \(d_1 = 2d_2\):

\(J_1 = \frac{\pi (2d_2)^4}{32} = \frac{\pi (16 d_2^4)}{32} = 16 \left(\frac{\pi d_2^4}{32}\right)\)

Since \(J_2 = \frac{\pi d_2^4}{32}\), we have:

\(J_1 = 16 J_2\)

Now, let's set up a ratio of the torques \(T_1\) and \(T_2\):

\(\frac{T_1}{T_2} = \frac{\frac{G J_1 \theta_1}{L_1}}{\frac{G J_2 \theta_2}{L_2}}\)

Simplify the ratio:

\(\frac{T_1}{T_2} = \frac{G J_1 \theta_1}{L_1} \times \frac{L_2}{G J_2 \theta_2}\)

Since \(G_1 = G_2 = G\) and \(\theta_1 = \theta_2\), these terms cancel out:

\(\frac{T_1}{T_2} = \frac{J_1}{L_1} \times \frac{L_2}{J_2}\)

Substitute the given relationships \(L_1 = 2L_2\) and \(J_1 = 16J_2\):

\(\frac{T_1}{T_2} = \frac{16J_2}{2L_2} \times \frac{L_2}{J_2}\)

Cancel out the common terms \(J_2\) and \(L_2\):

\(\frac{T_1}{T_2} = \frac{16}{2} = 8\)

So, the relationship between \(T_1\) and \(T_2\) is:

\(T_1 = 8 \times T_2\)

We are given \(T_2 = 50 \text{ N-m}\). Substitute this value:

\(T_1 = 8 \times 50 \text{ N-m}\)

\(T_1 = 400 \text{ N-m}\)

Thus, the torque value for bar 1 is 400 N-m.

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Important Questions from Equation of Torsion

  1. Which of the following assumptions are True for torsion theory for axisymmetric sections?

  2. A tubular shaft, having an inner diameter of 30 mm and an outer diameter of 40 mm, is to be used to transmit 80 kW of power. The speed of rotation of the shaft so that the shear stress will not exceed 50 MPa is

  3. A circular solid shaft of span L = 5 m is fixed at one end and free at the other end. A torque T = 100 kN.m is applied at the free end. The shear modulus and polar moment of inertia of the section are denoted as G and J, respectively. The torsional rigidity GJ is 50,000 kN.m2 /rad. The following are reported for this shaft:

    Statement i) The rotation at the free end is 0.01 rad

    Statement ii) The torsional strain energy is 1.0 kN.m

    With reference to the above statements, which of the following is true?

  4. A solid circular shaft of diameter d and length L is fixed at one end and free at the other end. A torque T is applied at the free end. The shear modulus of the material is G. The angle of twist at three free ends is

  5. The magnitude of shear stress induced in a shaft due to applied torque varies from:

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