19: Refer to the figure.1. Total reaction at A, B, and E. C300DBE120 N-m60°A60°300200400200600 Nx

Answered: Image /qna-images/answer/c75968b5-14e9-4241-88eb-dd1dae72af9d.jpg

Answered: C 300 D B E 120 N-m 60° A 60° 300 200…

Engineering

Mechanical Engineering

C 300 D B E 120 N-m 60° A 60° 300 200 400 200 600 N x

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter1: Introduction To Statics

Section: Chapter Questions

Problem 1.12P: A differential equation encountered in the vibration of beams is d4ydx4=2D where x = distance...

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Question

19: Refer to the figure.
1. Total reaction at A, B, and E.

C
300
D
B
E
120 N-m
60°
A
60°
300
200
400
200
600 N
x

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A differential equation encountered in the vibration of beams is d4ydx4=2D where x = distance measured along the beam; [x]=[L] y = displacement of the beam; [y]=[L] = circular frequency of vibration; []=[T1] = mass of the beam per unit length; []=[ML1] D = bending rigidity of beam; [D]=[FL2] Show that the equation is dimensionally homogeneous. Note that [F]=[MLT2] see Eq. (1.21:).