14-80. The spring is stretched 0.2 m from free length in the position shown (Figure P14-80). Ic= 1.12 kg-m² for cylinder A. If there is no slipping and the system is released from rest, find the velocity of B after it has moved 0.25 m.

14-80. The spring is stretched 0.2 m from free length in the position shown (Figure P14-80). Ic= 1.12 kg-m² for cylinder A. If there is no slipping and the system is released from rest, find the velocity of B after it has moved 0.25 m.

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

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Chemical and Phase Equilibrium

Phase diagrams or equilibrium phase diagrams are the graphical representations that show the phase transformations of the constituting elements with respect to the pressure, temperature, and compositions. The diagrams show the conditions that limit the different phases, namely solid, liquid, and gas. The diagram can also be utilized to verify the relations between the state variables. Most of the phase diagrams are temperature-pressure phase diagrams, with the variable parameter as the composition. Usually other variables such as solubility and pressure parameters are not indicated in the phase diagram. For a one-component system (unary phase diagram), the phase diagram is generally a function of temperature and pressure as the state variables, or temperature and volume. However, for a binary system (two-phase) having two components, the phase diagram is a function of temperature and composition as the state variables only. Coexisting of the different phases of the constituting elements is indicated in the phase diagram. A ternary phase diagram can be characterized by consisting of three phases in equilibrium.

Question

Work, Energy, and Power
14-80. The spring is stretched 0.2 m from free length in the position shown (Figure P14-80). Ic=
1.12 kg-m² for cylinder A. If there is no slipping and the system is released from rest, find the
velocity of B after it has moved 0.25 m.
,3 m
1 m
A
100,kg
K= 150 N/m
B
10 kg

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