(4) Use method of sections to determine the forces in members BC and EF of the loaded truss. Apply only one single equation of equilibrium for each desired member force. Ans: BC= 60 kN T, EF = 131.8 kN C B A 4 m G 60 kN 4 m с 4m D 4 m F 60° E

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(4) Use method of sections to determine the
forces in members BC and EF of the loaded
truss. Apply only one single equation of
equilibrium for each desired member force.
Ans: BC= 60 kN T, EF = 131.8 kN C
B
A
4 m
G
60 kN
4 m
с
4m D
4 m
F
60°
E
Transcribed Image Text:(4) Use method of sections to determine the forces in members BC and EF of the loaded truss. Apply only one single equation of equilibrium for each desired member force. Ans: BC= 60 kN T, EF = 131.8 kN C B A 4 m G 60 kN 4 m с 4m D 4 m F 60° E
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