The 0.5-kg cylinder A is released from rest from theposition shown and drops the distance h,It then collides with the 0.4-kg block B; the coeffi-cient of restitution is e = 0.8. Determine the maxi-downward displacement h2 of block B.Neglect all friction and assume that block B is ini-tially held in place by a hidden mechanism untilthe collision begins. The two springs of modulus400 N/m are initially unstretched, and the dis-0.8 m.||mumk =|3|tance d1.0 m.%3DMAA.ITBwwwhe

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The 0.5-kg cylinder A is released from rest from the position shown and drops the distance h, It then collides with the 0.4-kg block B; the coeffi- cient of restitution is e = 0.8. Determine the maxi- mum downward displacement Neglect all friction and assume that block B is ini- tially held in place by a hidden mechanism until the collision begins. The two springs of modulus k = 400 N/m are initially unstretched, and the dis- 0.8 m. || ha of block B. tance d 1.0 m. mA A mB B www. he

The 0.5-kg cylinder A is released from rest from the position shown and drops the distance h, It then collides with the 0.4-kg block B; the coeffi- cient of restitution is e = 0.8. Determine the maxi- mum downward displacement Neglect all friction and assume that block B is ini- tially held in place by a hidden mechanism until the collision begins. The two springs of modulus k = 400 N/m are initially unstretched, and the dis- 0.8 m. || ha of block B. tance d 1.0 m. mA A mB B www. he

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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Question

100%

The 0.5-kg cylinder A is released from rest from the
position shown and drops the distance h,
It then collides with the 0.4-kg block B; the coeffi-
cient of restitution is e = 0.8. Determine the maxi-
downward displacement h2 of block B.
Neglect all friction and assume that block B is ini-
tially held in place by a hidden mechanism until
the collision begins. The two springs of modulus
400 N/m are initially unstretched, and the dis-
0.8 m.
||
mum
k =
|3|
tance d
1.0 m.
%3D
MA
A.
ITB
www
he

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