1.2 kN 1.2 kN 1.2 kN 1.2 kN 1.2 kN 1.2 kN 1.2 kN 1.2 kN DV F H B. 3 m IC E G K -4 m- 4 m- 2.25 m 4 m- -4 m- 2.25 m
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![A Mansard roof truss is loaded as shown. Determine the force in members GI, HI, and HJ.
1.2 kN 1.2 kN 1.2 kN 1.2 kN 1.2 kN
B
D
F
H
3 m
ol
IC
E
G
K
m-- 4 m
t+4 m-4 m 4 -
2.25 m
2.25 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0ff4fa38-41e9-49bd-973c-85c7e735a976%2F393143c3-0a13-47f2-90b9-3b740b2aa75c%2F4yvuch_processed.jpeg&w=3840&q=75)
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- number 30Problem 4: Speed deamplifier. In the figure above on the right, block 1 of mass m1 slides along an x-axis on a frictionless floor at speed 4 m/sec.Then it undergoes a one-dimensional elastic collision with stationary block 2 of mass m2 = 2m1. Next, block 2 undergoes a one-dimensional elastic collision with stationary block 3 of mass mz = 4m1. What then is the speed of block 3? Answer: 16 m/sec or 1.78 m/sec.