Jawaharlal Nehru Technological University Hyderabad
Jawaharlal Nehru Technological University Hyderabad B.Tech II STRENGTH OF MATERIALS - II Previous Question Paper (November/December - 2020 - R16)
Answer any five questions. All questions carry equal marks.
Main
Derive the Torsion equation
Answer
The torsion equation relates the applied torque, the polar moment of inertia, the shear stress, and the angle of twist for a circular shaft. Consider a circular shaft of length L, radius R, subjected to a torque T. Under pure torsion, plane sections remain plane, and radii remain straight.
Let θ be the angle of twist in radians and N be the modulus of rigidity. For a fiber at radius r, the shear strain γ is given by:
From the definition of shear modulus, the shear stress q at radius r is:
Rearranging this gives the relationship:
Consider an elemental ring of radius r and thickness dr. The area of this element is dA = 2πr dr. The force on this element is dF = q dA. The torque dT provided by this element is:
Integrating from 0 to R to find the total torque T:
The integral term represents the polar moment of inertia J, where J = πR4 / 2. Thus:
Rearranging the terms, we obtain the complete torsion equation:
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.
Answer
Given: 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 known 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 = (64 × 50000 × 1000 × d3 × n) / (85000 × d4), which leads to 100 = (3200000000d3n) / (85000d4), resulting in 100 = 37647.06n / d, or d = 376.47n.
The maximum shear stress in the spring is given by τ = (16WR) / (πd3). Substituting R = 10d and τ = 75: 75 = (16 × 50000 × 10d) / (πd3). Simplifying: 75 = 8000000 / (πd2), which gives d2 = 8000000 / (75π) = 33953.05. Thus, d = 184.26 mm.
Using d = 184.26 mm, calculate the mean radius R = 10d = 1842.6 mm. Now, find the number of turns n using the previously derived relation d = 376.47n: n = 184.26 / 376.47 = 0.489 turns. Since n must be an integer for a practical design, we round up to n = 1 turn. Recalculating with n = 1: d = 376.47 mm, R = 3764.7 mm.
Discuss about different type of columns.
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Write about beam column.
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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.
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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.
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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.
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Explain about Lame’s theory for thick cylinder and derive the Lame’s formulae.
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Explain about shear center for symmetrical and unsymmetrical sections.
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