Jawaharlal Nehru Technological University Hyderabad
Jawaharlal Nehru Technological University Hyderabad B.Tech II MECHANICS OF SOLIDS Previous Question Paper (May/June - 2019 - R16)
Note: This question paper contains two parts A and B. Part A is compulsory which carries 25 marks. Answer all questions in Part A. Part B consists of 5 Units. Answer any one full question from each unit.
PART A
Define Poisson’s ratio. What is its maximum value?
Answer
Poisson’s ratio is defined as the ratio of lateral strain to longitudinal strain within the elastic limit. Its theoretical maximum value for isotropic materials is 0.5.
Differentiate among the strain energy, resilience and toughness.
Answer
Strain energy is the total energy stored in a body due to deformation. Resilience is the strain energy stored within the elastic limit, while toughness is the total energy absorbed by a material up to the point of fracture.
Explain the sign convention for drawing Bending moment diagrams.
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Define the point of contra flexure and discuss its significance.
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Draw the shear stress distribution for the cross section of a symmetrical I- section.
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State the bending equation. Give the meaning of each term and a set of consistent units for the terms.
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What is a biaxial stress? What is its maximum principal stress?
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State maximum shear stress theory. Draw the safe boundary region for a given yield strength of a material.
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What are the assumptions made in the analysing thin cylindrical shells?
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A shaft is transmitting a torque of 400 Nm at a frequency of 3 Hz/s. What is the power transmitted?
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PART B
A 3 mm thick aluminum sheet is cut with a 40 mm diameter round punch. If the punch exerts a force of 6 kN, what is the shear stress in the sheet?
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A circular rod of steel 12 mm diameter is testing in a tensile testing machine and it is found that when the tension is 16 kN the total extension on a 200 mm length is 0.14 mm. Find the value of Young’s Modulus.
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A steel tie rod 50 mm in diameter and 2 m long is subjected to a pull of 120 kN. To what length the rod should be bored centrally so that the total extension will increase by 10 percent under the same pull, the bore being 20 mm diameter? Take Young’s modulus as 200 GPa.
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A steel circular bar of radius 20 mm and 2 m long is subjected to a suddenly applied tensile force of 75 kN, determine the strain energy stored. If the same load is applied gradually, what is the change in the stored energy?
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A cantilever beam AB of span 6 m is subjected to a uniformly varying load of 8 kN/m intensity at the fixed end A and zero at the free end B. Draw the shear force and bending moment diagrams.
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The bending moment diagram for a beam is as shown in figure 1. Find the shear force and loading diagram.
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A beam AB 5 m long is simply supported at A and B. It is loaded with point loads of 20 kN, 30 kN and 40 kN at distances of 1 m, 3 m and 4 m respectively from the support A, and a uniformly distributed load at the rate of 20 kN/m over the length of 2 m, the beginning of the uniformly distributed load being at the of 2 m from A. Draw the shear force and bending moment diagrams.
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A 100 mm wide and 10 mm thick steel plate is bent into a circular arc of 10 m radius. Determine the maximum value of stress produced. The modulus of elasticity is 200 GPa.
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Compare the weight of two beams of the same material and equal strength. One beam is of solid circular cross section while other beam is of hollow circular section, the internal diameter being 0.75 times the external diameter.
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A I-section has flanges of size 200 × 12 mm and its overall depth is 360 mm. Thickness of web is also 12 mm. It is used as a simply supported beam over a span of 4 m to carry a load of 60 kN/m over its entire span. Determine the bending and shear stress at various critical points of the section. Draw the variation of bending and shearing stresses.
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A shaft as shown in Figure 2 is subjected to a bending load of 3 kN, pure torque of 1000 Nm and an axial pulling force of 15 kN. Determine (a) Maximum principal stress at points A and B, (b) Minimum principal stress at points A and B, (c) Maximum shear stress at points A and B, (d) Von Mises Equivalent stress at both the points.
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A plane stress condition exists at a point on the surface of a loaded structure such as shown in Figure 3. Determine the stresses acting on an element that is oriented at a clockwise angle of 15° with respect to the original element, the principal stresses, the maximum shear stress and the angle of inclination for the principal stresses. Draw the Mohr’s circle and indicate the points on it.
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A hollow steel shaft has outer diameter of 150 mm and inner diameter of 100 mm. The steel has shear modulus of elasticity 75 GPa. For an applied torque of 16 kN m, determine the following quantities: (a) Shear stress at the outer surface and inner surface of the shaft. Represent them graphically. (b) Rate of twist (degrees per unit of length). (c) What diameter d is required for a solid shaft to resist the same torque with the same maximum stress? (d) What is the ratio of the weight of the hollow tube to the weight of the solid shaft?
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A thin cylinder 75 mm internal diameter, 250 mm long with walls 2.5 mm thick is subjected to an internal pressure of 7 MPa. Determine the change in internal diameter and the change in length. If, in addition to the internal pressure, the cylinder is subjected to a torque of 200 N m, find the magnitude and nature of the principal stresses set up in the cylinder. Young’s Modulus = 200 GPa. Poisson’s = 0.3.
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