A horizontal cantilever beam of circular cross-section, length 1.0 m and flexural rigidity EI = 200 Nยทm2 is subjected to an applied moment

A horizontal cantilever beam of circular cross-section, length 1.0 m and flexural rigidity EI = 200 Nยทm2 is subjected to an applied moment

Q. A horizontal cantilever beam of circular cross-section, length 1.0 m and flexural rigidity EI = 200 Nยทm2 is subjected to an applied moment MA = 1.0 Nยทm at the free end as shown in the figure. The magnitude of the vertical deflection of the free end is____mm Ans: 2.4 – 2.6 Sol: Given A […]

A horizontal cantilever beam of circular cross-section, length 1.0 m and flexural rigidity EI = 200 Nยทm2 is subjected to an applied moment Read More ยป

The crank of a slider-crank mechanism rotates counter-clockwise (CCW) with a constant angular velocity ๐œ”

The crank of a slider-crank mechanism rotates counter-clockwise (CCW) with a constant angular velocity ๐œ”

Q. The crank of a slider-crank mechanism rotates counter-clockwise (CCW) with a constant angular velocity ๐œ”, as shown. Assume the length of the crank to be r. Using exact analysis, the acceleration of the slider in the y-direction, at the instant shown, where the crank is parallel to x-axis, is given by (A) โˆ’๐œ”2๐‘Ÿ  

The crank of a slider-crank mechanism rotates counter-clockwise (CCW) with a constant angular velocity ๐œ” Read More ยป

The activities of a project, their duration and the precedence relationships are given in the table

The activities of a project, their duration and the precedence relationships are given in the table

Q. The activities of a project, their duration and the precedence relationships are given in the table. For example, in a precedence relationship โ€œX < Y, Zโ€ means that X is predecessor of activities Y and Z. The time to complete the activities along the critical path is weeks. Activity Duration (Weeks) Precedence Relationship A

The activities of a project, their duration and the precedence relationships are given in the table Read More ยป

The binary phase diagram of metals P and Q is shown in the figure. An alloy X containing 60% P and 40% Q

The binary phase diagram of metals P and Q is shown in the figure. An alloy X containing 60% P and 40% Q

Q. The binary phase diagram of metals P and Q is shown in the figure. An alloy X containing 60% P and 40% Q (by weight) is cooled from liquid to solid state. The fractions of solid and liquid (in weight percent) at 1250 ยฐC, respectively, will be Ans: 22.2% and 77.8% Sol:

The binary phase diagram of metals P and Q is shown in the figure. An alloy X containing 60% P and 40% Q Read More ยป

The figure shows a heat engine (HE) working between two reservoirs. The amount of heat (Q2) rejected by the heat engine is drawn by

The figure shows a heat engine (HE) working between two reservoirs. The amount of heat (Q2) rejected by the heat engine is drawn by

Q. The figure shows a heat engine (HE) working between two reservoirs. The amount of heat (Q2) rejected by the heat engine is drawn by a heat pump (HP). The heat pump receives the entire work output (W) of the heat engine. If temperatures, T1 >T3 >T2 , then the relation between the efficiency (h

The figure shows a heat engine (HE) working between two reservoirs. The amount of heat (Q2) rejected by the heat engine is drawn by Read More ยป

A slender uniform rigid bar of mass ๐‘š is hinged at O and supported by two springs, with stiffnesses 3๐‘˜ and ๐‘˜

A slender uniform rigid bar of mass ๐‘š is hinged at O and supported by two springs, with stiffnesses 3๐‘˜ and ๐‘˜

Q. A slender uniform rigid bar of mass ๐‘š is hinged at O and supported by two springs, with stiffnesses 3๐‘˜ and ๐‘˜, and a damper with damping coefficient ๐‘, as shown in the figure. For the system to be critically damped, the ratio ๐‘/โˆš๐‘˜๐‘š should be Ans: 4โˆš7 Sol:

A slender uniform rigid bar of mass ๐‘š is hinged at O and supported by two springs, with stiffnesses 3๐‘˜ and ๐‘˜ Read More ยป

A prismatic, straight, elastic, cantilever beam is subjected to a linearly distributed transverse load as shown below

A prismatic, straight, elastic, cantilever beam is subjected to a linearly distributed transverse load as shown below

Q. A prismatic, straight, elastic, cantilever beam is subjected to a linearly distributed transverse load as shown below. If the beam length is L, Youngโ€™s modulus E, and area moment of inertia I, the magnitude of the maximum deflection is Ans: Sol: By using moment area IInd theorem

A prismatic, straight, elastic, cantilever beam is subjected to a linearly distributed transverse load as shown below Read More ยป

A ball of mass 3 kg moving with a velocity of 4 m/s undergoes a perfectly-elastic direct-central impact with a stationary ball of mass m.

A ball of mass 3 kg moving with a velocity of 4 m/s undergoes a perfectly-elastic direct-central impact with a stationary ball of mass m.

Q. A ball of mass 3 kg moving with a velocity of 4 m/s undergoes a perfectly-elastic direct-central impact with a stationary ball of mass m. After the impact is over, the kinetic energy of the 3 kg ball is 6 J. The possible value(s) of m is/are              (A) 1 kg only         (B) 6

A ball of mass 3 kg moving with a velocity of 4 m/s undergoes a perfectly-elastic direct-central impact with a stationary ball of mass m. Read More ยป

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