Determine the force in each member of the truss shown. State whether each member is in tension or compression and tabulate the results.
Free body: Entire truss:
+↑ΣFy = 0: By = 0 By = 0
+↺ΣMc = 0: -Bx(3.2 m) - (48 kN)(7.2 m) = 0
Bx = -108 kN Bx = 108 kN ←
+→ΣFx = 0: C - 108 kN + 48 kN = 0
C = 60 kN C = 60 kN →
Free body: Joint B:
FAB/5 = FBC/4 = 108 kN/3
FAB = 180.0 kN T◀
FBC = 144.0 kN T◀
Free body: Joint C:
FAC/13 = FBC/12 = 60 kN/5
FAC = 156.0 kN C◀
FBC = 144 kN (checks)
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