1.80 1.80 1.80 3 kN A B -1.80- с D -1.50-1 K -1.80- F P3= 16 KN. G P1 H P2 P3
1.80 1.80 1.80 3 kN A B -1.80- с D -1.50-1 K -1.80- F P3= 16 KN. G P1 H P2 P3
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:SITUATION. A transmission tower is loaded as shown.
-1.80-
-1.50-
1.80
с
K
1.80
1.80
P1 = 10 KN
P3= 16 KN.
wwwm
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Determine the force in member CJ, in kN.
P2 = 13 KN
A
B
-1.80-
P1
P2
P3
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