1 1. Where k₁ = 100 N/mm, k₂= 200 N/mm, k₂ = 100 N/mm, P₁ = 500 N ve P₂ =1000 N, ₁ = 0 ve u₁ = 0. Determinate u₂ and uz nodes displacement.k₁www1P1 k₂P2 K3wwwwwwwwwww324X

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1. Where k₁ = 100 N/mm, k₂= 200 N/mm, k₂ = 100 N/mm, P₁ = 500 N ve P₂ = 1000 N₁ u₁ = 0 ve u4 = 0. Determinate u₂ and u₂ nodes displacement. k₁ 1 P1 k₂ P2 k₂ wwwwwwwwwwwww 3 2 4

1. Where k₁ = 100 N/mm, k₂= 200 N/mm, k₂ = 100 N/mm, P₁ = 500 N ve P₂ = 1000 N₁ u₁ = 0 ve u4 = 0. Determinate u₂ and u₂ nodes displacement. k₁ 1 P1 k₂ P2 k₂ wwwwwwwwwwwww 3 2 4

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Concept explainers

Free undamped vibrations

Whenever an object/system displaces in either side of its equilibrium position with the help of an external/internal means, then the object/system moves regularly or randomly on both sides of its equilibrium position. This motion is called vibration. Generally, there are three types of vibration: longitudinal vibration, transverse vibration, and torsional vibration.

Question

1. Where k₁ = 100 N/mm, k₂= 200 N/mm, k₂ = 100 N/mm, P₁ = 500 N ve P₂ =
1000 N, ₁ = 0 ve u₁ = 0. Determinate u₂ and uz nodes displacement.
k₁
www
1
P1 k₂
P2 K3
wwwwwwwwwww
3
2
4
X

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