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JNTU B.Tech II STRENGTH OF MATERIALS - II Previous Question Paper (November/December - 2020 - R16)

B.Tech | II | II-II | R16 | November/December - 2020

Answer PaperPaper Code: 134CDMaximum Marks: 75Time: 2 hours

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1

Derive the Torsion equation:

T/J = q/r = Nθ/L
15 marks

Answer

Consider a circular shaft of length L, radius R, and polar moment of inertia J, subjected to a twisting moment T. Under pure torsion, a plane section remains plane, radii remain straight, and the angle of twist θ is proportional to the distance from the axis. Let a point at radius r from the center undergo a shear strain γ.

From the geometry of deformation, the arc length displacement is rθ, which equals Lγ. Thus, the shear strain is given by:

γ = rθ / L

Using Hooke's Law for shear, where N is the modulus of rigidity:

q = Nγ = N(rθ / L)

Rearranging this gives the relationship between shear stress and the angle of twist:

q / r = Nθ / L

To relate this to the applied torque T, consider an elemental ring of radius r and thickness dr. The area of this element is dA = 2πr dr. The shear force on this element is dF = q dA = (Nθr/L)(2πr dr). The torque contribution dT is:

dT = dF × r = (Nθ / L) × 2πr³ dr

Integrating from 0 to R to find the total torque T:

T = ∫(0 to R) (Nθ / L) 2πr³ dr = (Nθ / L) × 2π ∫(0 to R) r³ dr

Since the polar moment of inertia J = ∫ r² dA = ∫(0 to R) r² (2πr dr) = πR⁴ / 2, the integral simplifies to:

T = (Nθ / L) × J

Rearranging the terms yields the final torsion equation:

T / J = q / r = Nθ / L
2

Design a close coiled spring with the mean radius 10 times the diameter of the wire. The spring is required to absorb 2.5 kNm energy with an extension of 100 mm and the maximum shear stress in the spring is not to exceed 75 N/mm2. Assume the modulus of rigidity is 0.85 × 105 N/mm2.

15 marks

Answer

Given parameters: Mean radius R = 10d, where d is the wire diameter. Energy U = 2.5 kNm = 2500000 Nmm. Extension δ = 100 mm. Maximum shear stress τ = 75 N/mm2. Modulus of rigidity G = 0.85 × 105 N/mm2.

The energy absorbed by a spring is given by U = (1/2) × W × δ, where W is the axial load. Substituting the values: 2500000 = (1/2) × W × 100, which gives W = 50000 N.

The extension of a close-coiled helical spring is given by δ = (64WR3n) / (Gd4), where n is the number of turns. Substituting R = 10d: 100 = (64 × 50000 × (10d)3 × n) / (0.85 × 105 × d4). Simplifying this: 100 = (3200000 × 1000d3 × n) / (85000 × d4), which leads to 100 = 37647.06 × n / d, or d = 376.47n.

The maximum shear stress in the spring is given by τ = (16WR) / (πd3). Substituting the known values: 75 = (16 × 50000 × 10d) / (πd3). Simplifying: 75 = 8000000 / (πd2), which gives d2 = 8000000 / (75π) = 33953.05. Thus, d = 184.26 mm.

Using the relation d = 376.47n, we find the number of turns: n = 184.26 / 376.47 = 0.489 turns. Since n must be a practical value, we typically round up or adjust the design; however, based on the provided constraints, the wire diameter is 184.26 mm and the mean radius R = 1842.6 mm with n ≈ 0.49 turns.

315 marks
a

Discuss about different type of columns.

10 marks

Answer

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b

Write about beam column.

5 marks

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4

A steel hinged-hinged square tubular beam column of size, 60 mm × 60 mm × 5 mm, is 3.6 m long. It is required to carry an axial load of 150 kN in addition to a transverse uniformly distributed load 10 kN/m length over its entire span. Determine the maximum stresses.

15 marks

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5

A masonry retaining wall, 9 m high, is trapezoidal in section, 2 m wide at the top and 5 m at the base, with inclined outside surface. It retains earth at a surcharge angle of 20°. The angle of repose is 30°. Assume the unit weight of masonry as 20 kN/m3 and unit weight of earth is 18 kN/m3. Determine the maximum and minimum stresses at the base of the retaining wall.

15 marks

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6

A circular beam of radius 5 m and uniform cross-section is supported on six symmetrically placed columns. The beam is subjected to a uniformly distributed load of intensity 25 kN/m. Draw the shear force and bending moment diagrams.

15 marks

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7

Explain about Lame’s theory for thick cylinder and derive the Lame’s formulae.

15 marks

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8

Explain about shear center for symmetrical and unsymmetrical sections.

15 marks

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