Calculate the forces in members BC, BG, and FG for the cantilever truss shown.
Free body diagram of the whole truss:
We know that
Taking moment about A
From the equilibrium equation
From the equilibrium equation
Now by cut the truss through the unknown force members:
Taking moment about G
From the equilibrium equation
From the equilibrium equation
Determine the forces in members FG, CG, BC, and EF for the
loaded crane truss.
Determine the forces in members FG, CG, BC, and EF for the loaded crane truss.
Question 1 Determine the forces in members BC and BG of the loaded truss. The forces are positive if in tension, negative if 2.1 kN 2.1 kN 2m 2m 2 m 2 m 2 m 3 m 3 m 4.2 kN Answers kN kN
Determine the forces in members BC, CF, and FG of the truss in the figure 1000 lb 500 lb 3 ft 3 ft ť 8t 4t / 44 / 44 / 4 t f 8tt
Question 2 Determine the forces in members FG, CG, BC, and EF for the loaded crane truss. The forces are positive if in tension, negative if in compression. 0.35 m E D 4 m 4 m с 4 m 95 KN 4 m 0.35 m B 4 m Н. 45° А Answers: FG = KN CG = KN BC = KN EF = KN
5. Please determine the force in each of following truss members: (a) CG (b) BG (c) BC (d) FG 15 kips 2. A 12 B 12 c 12 121212 ft 12ft
Determine forces on members
AB,AD,AG,BF,BG,CD,CE,CF,DE,EF,and FG please! Also specify if
compression or tension.
0.6 09 2.2 kN 3. Calculate the forces in members AB, BG, and CG of the truss shown at the right. State whether each member is under compression or tension. Hint: replace the distributed load with concentrated loads at F and G and analyze joint B first. F 3.0 kN/m 4.4 kN Dimensions in meters
Question 1 Determine the force P and the axial forces in members FG and FH of the truss structure shown, when member AB is under 6000 lb compression. 3000lb
Calculate the forces in members CB, CG, and FG for the loaded
truss without first calculating the force
in any other member.
1. Determine the force in members BC. CG, and FG of the Warren truss. Indicate if the members are in tension or compression. 3 nm DI BI 3 In nI 3 m o kN 8 kN