JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD

JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD B.Tech II STRENGTH OF MATERIALS - II Previous Question Paper (July/August - 2021 - R16)

B.Tech | II | II | R16 | July/August - 2021

Answer PaperPaper Code: 134CDMaximum Marks: 75Time: 3 hours

Answer any five questions. All questions carry equal marks.

Main

1

Derive the equation for the torsion formula

T/J = q/r = Nθ/L

15 marks

Answer

To derive the torsion formula, consider a circular shaft of radius R and length L subjected to a torque T. We assume the shaft is homogeneous, isotropic, and undergoes pure torsion where plane sections remain plane and radii remain straight.

Let a point at a radial distance r from the center undergo a shear strain γ. From the geometry of deformation, the arc length subtended by the angle of twist θ at radius r is rθ. The shear strain is defined as the ratio of this deformation to the length L:

γ = rθ / L

Using Hooke's Law for shear, the shear stress q at radius r is related to the shear modulus N by q = Nγ. Substituting the expression for γ:

q = N(rθ / L)

Rearranging this gives the relationship between stress and twist:

q / r = Nθ / L

Next, consider an elemental ring of area dA at radius r. The shear force on this element is dF = q dA. The torque dT produced by this force about the central axis is:

dT = r dF = r(q dA) = r(Nθ/L)r dA = (Nθ/L)r² dA

Integrating over the entire cross-section to find the total torque T:

T = ∫ (Nθ/L)r² dA = (Nθ/L) ∫ r² dA

Since the polar moment of inertia J is defined as ∫ r² dA, we have T = (Nθ/L)J. Rearranging this yields:

T / J = Nθ / L

Combining this with the earlier expression q/r = Nθ/L, we obtain the complete torsion formula:

T / J = q / r = Nθ / L
2

A close coiled helical spring is to have a stiffness of 1N/mm of compression under a maximum load of 45N and a maximum shearing stress of 126N/mm2. The solid length of the spring (when the coils are touching) is to be 45mm. Find the diameter of the wire. Take N = 4.2 × 104 N/mm2.

15 marks

Answer

Given data:

  • Stiffness (k) = 1 N/mm
  • Maximum load (W) = 45 N
  • Maximum shear stress (τ) = 126 N/mm2
  • Solid length (Ls) = 45 mm
  • Modulus of rigidity (N) = 4.2 × 104 N/mm2

Let d be the diameter of the wire, D be the mean coil diameter, and n be the number of turns.

1. Using the stiffness formula for a close-coiled helical spring:

k = (G × d4) / (8 × D3 × n) = 1

2. Using the shear stress formula:

τ = (8 × W × D) / (π × d3) = 126

From the stress equation, we find the spring index (C = D/d):

D = (126 × π × d3) / (8 × 45) = 1.1d3
C = D/d = 1.1d2

3. The solid length is given by Ls = n × d = 45 mm, so n = 45/d.

4. Substitute D = C × d and n = 45/d into the stiffness equation:

1 = (4.2 × 104 × d4) / (8 × (C × d)3 × (45/d))
1 = (4.2 × 104 × d4) / (8 × C3 × d3 × 45)
1 = (4.2 × 104 × d) / (360 × C3)

Substitute C = 1.1d2:

1 = (4.2 × 104 × d) / (360 × (1.1d2)3)
1 = (4.2 × 104 × d) / (360 × 1.331 × d6)
d5 = 42000 / 479.16 = 87.65
d = (87.65)1/5 ≈ 2.47 mm

The diameter of the wire is approximately 2.47 mm.

3

Find an expression for crippling load for a long column when one end of the column is fixed and other end is free.

15 marks

Answer

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4

Find Euler’s critical load for a hollow cylindrical cast iron column 200 mm external diameter and 25 mm thick, if it is 6m long and hinged at both ends. Take E = 8 × 104 N/mm2.

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5

A masonry dam of trapezoidal section is 12m high with a top width of 2m. The water face has a batter of 1 in 12. Find the minimum bottom width necessary so that tensile stresses are not induced on the base section. Masonry weighs 22500 N/m3 and water weighs 9810 N/m3.

15 marks

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6

A curved beam, semi circular in plan and supported on three equally spaced supports. The beam carries a U.D.L of ‘w’ per unit circular length. Determine the bending moment and twisting moments.

15 marks

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7

A thick spherical shell of 125 mm internal radius and 50 mm thick is subjected to an internal pressure of 5 Mpa. Determine the variation of hoop and radial stresses in the shell. Take E = 200 GPa, poissions ratio (υ) = 0.30.

15 marks

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8

Explain the concept of un-symmetrical bending. What are the conditions that should be satisfied for a beam to bend without twisting?

15 marks

Answer

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About this paper

This page contains the question paper of STRENGTH OF MATERIALS - II from JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD for B.Tech CEE II II, July/August - 2021, R16.

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