Strength of Material - B.Tech 3rd Semester Exam., 2017
Strength of Material
Instructions:
- The marks are indicated in the right-hand margin.
- There are NINE questions in this paper.
- Attempt FIVE questions in all.
- Question No. 1 is compulsory.
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The ratio of lateral strain to linear strain is known as
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The temperature strain in a bar is ___ proportional to the change in temperature.
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Moment of inertia of a semi-circle about its XX-axis is given by
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The strength of the beam mainly depends on
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A cantilever beam AB of length \( l \) has moment \( M \) applied at free end. The deflection at the free end B is given as
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A beam of length \( 6 \text{ m} \) carries a point load \( 120 \text{ kN} \) at its centre. The beam is fixed at both ends. The fixing moment at the ends is
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Which of the following are usually considered as thin cylinders?
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Thin cylinders are frequently required to operate under pressure up to
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In thick cylinders, the radial stress in the wall thickness
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The stress due to suddenly applied load is ___ times that of gradually applied load.
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A steel bar is \( 900 \text{ mm} \) long, its two ends are \( 40 \text{ mm} \) and \( 30 \text{ mm} \) in diameter and the length of each rod is \( 200 \text{ mm} \). The middle portion of the bar is \( 15 \text{ mm} \) in diameter and \( 500 \text{ mm} \) long. If the bar is subjected to an axial tensile load of \( 15 \text{ kN} \), find its total extension, assuming \( E = 200 \text{ GN/m}^2 \).
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The following data relate to a bar subjected to a tensile test: Diameter of bar \( = 30 \text{ mm} \), Tensile load \( = 54 \text{ kN} \), Gauge length \( = 300 \text{ mm} \), Extension of the bar \( = 0.112 \text{ mm} \), Change in diameter \( = 0.00366 \text{ mm} \). Calculate the Poisson's ratio and the values of three moduli.
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Two mutually perpendicular planes of an element of material are subjected to direct stresses of \( 10.5 \text{ MN/m}^2 \) (tensile) and \( 3.5 \text{ MN/m}^2 \) (compressive) and shear stress of \( 7 \text{ MN/m}^2 \). Using both analytical and graphical methods, find-
(a) the magnitude and direction of principal stresses;
(b) the magnitude of the normal and shear stresses on a plane on which the shear stress is maximum.
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With the help of suitable assumptions, deduce torsion equation for a hollow circular shaft.
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A hollow circular shaft \( 20 \text{ mm} \) thick transmits \( 294 \text{ kW} \) at \( 200 \text{ r.p.m.} \) Determine the diameters of the shaft if the shear strain due to torsion is not to exceed \( 8.6 \times 10^{-4} \). Assume modulus of rigidity as \( 80 \text{ GN/m}^2 \).
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The following figure shows a loaded beam: (a) Sketch the shear force and bending moment diagrams giving the important numerical values.
(b) Calculate the maximum bending moment and the point at which it occurs.
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A cantilever of length \( l \) carries uniformly distributed load of \( W \) per unit run for a distance \( \frac{3l}{4} \) from the fixed end. Find the slope and deflection at the free end.
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A cantilever of length \( l \) carries a point load \( W \) at the end. If the moment of inertia of the section increases uniformly from \( I \) at the free end to \( 2I \) at the fixed end, calculate the deflection at the free end.
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Calculate the change in dimensions of a thin cylindrical shell due to an internal pressure. Also calculate the change in length and diameter of the cylindrical shell.
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A cylindrical shell \( 3 \text{ m} \) long which is closed at the ends has an internal diameter of \( 1 \text{ m} \) and a wall thickness of \( 15 \text{ mm} \). Calculate the circumferential and longitudinal stresses induced and also change in dimensions of the shell if it is subjected to an internal pressure of \( 1.5 \text{ MN/m}^2 \). Take \( E = 200 \text{ GN/m}^2 \) and \( 1/m = 0.3 \).
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Discuss and derive Lame's theory for thick shells.
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Calculate the thickness of metal necessary for a cylindrical shell of internal diameter \( 160 \text{ mm} \) to withstand a pressure of \( 25 \text{ MN/m}^2 \), if maximum permissible tensile stress is \( 125 \text{ MN/m}^2 \).