Problem 2: The extremities of a 1-m rod weighing 50-N can move freely and with no friction along two straight tracks. The rod is released with no velocity from the B 1 m G position shown. Determine, (a) the angular acceleration of the rod, the linear acceleration of the center of gravity of the rod, and the reactions at A and B. Use the equation of motion for rotation with respect to the point G in your B = 45° 30 D solution. (b) Verify the equation EM, = EM, + Tcjp ×R = Içå + fGjp × mãg by choosing the point A for P, and inserting numerical values for all paramaters in the equation. Note: Do NOT use D'Alembert's Principle.

Problem 2: The extremities of a 1-m rod weighing 50-N can move freely and with no friction along two straight tracks. The rod is released with no velocity from the B 1 m G position shown. Determine, (a) the angular acceleration of the rod, the linear acceleration of the center of gravity of the rod, and the reactions at A and B. Use the equation of motion for rotation with respect to the point G in your B = 45° 30 D solution. (b) Verify the equation EM, = EM, + Tcjp ×R = Içå + fGjp × mãg by choosing the point A for P, and inserting numerical values for all paramaters in the equation. Note: Do NOT use D'Alembert's Principle.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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