Figure 3 shows a truss where P = 40 kN and Q = 27 kN. The force reaction at A in the y-direction is FAy = 29 kN up and the force reaction at G in the y- direction is Fay = 38 kN up. In the question that fodows, select the anawer that in choseat to he tre vale. What is the magnitude of the force in member KL in units of kN? 52.0 453
Figure 3 shows a truss where P = 40 kN and Q = 27 kN. The force reaction at A in the y-direction is FAy = 29 kN up and the force reaction at G in the y- direction is Fay = 38 kN up. In the question that fodows, select the anawer that in choseat to he tre vale. What is the magnitude of the force in member KL in units of kN? 52.0 453
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter6: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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
Transcribed Image Text:Figure 3 shows a truss where P = 40 kN and Q = 27 kN. The force reaction at A in the y-direction is FAy = 29 kN up and the force reaction at G in the y-
direction is FGy = 38 KN up.
In the question that folows, select ihe anawer that in choneat to the tre vale.
What is the magnitude of the force in member KL in units of kN?
O 38.7
O 58.7
52.0
453

Transcribed Image Text:D
3 m
B
C
F
3 m
K
6 panels @ 4 m = 24 m
Figure 3
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