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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

Structural Analysis
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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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 → Zoom image Determine the force in member CJ, in kN. P2 = 13 KN A B -1.80- P1 P2 P3
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 → Zoom image Determine the force in member CJ, in kN. P2 = 13 KN A B -1.80- P1 P2 P3
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