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K DE F C G B H L M N 300 kN 6.25 -8 panels @ 5 m = 40 m- Dimensions in meters 6.0 5.5 4.5 R P Q

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

20: Determine the force in members CL, KL, and BL using method of joints. State whether each member is in tension or compression.
Answers: FCL = 156.818 kN (T), FKL = 250 kN (T), FBL = 214.035 kN (T)

K
DE F
C
G
B
H
L M
N
300 kN
6.25
-8 panels @ 5 m = 40 m-
Dimensions in meters
6.0
5.5
4.5
R
P
Q

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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:).