SITUATION 2: The truss has the following configuration where e is 45° 10 kN 15 kN B F K The force at member AB is equa A M C 7.5 kN 17.5 kN 5 kN (C) 5 kN (T) 0.6 kN (C)
SITUATION 2: The truss has the following configuration where e is 45° 10 kN 15 kN B F K The force at member AB is equa A M C 7.5 kN 17.5 kN 5 kN (C) 5 kN (T) 0.6 kN (C)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:SITUATION 2: The truss has the following configuration where e is 45"
10 kN
15 kN
B
D
F
|K
The force at member AB is equal to
A
C
7.5 kN
17.5 kN
O 15 kN (C)
O 15 kN (T)
O 10.6 kN (C)
O 10.6 kN (T)
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