2. Determine the reactions for the truss shown. 60k 20 ft FA 3 @ 15 ft
3 ft Q4) In the truss shown, without calculating the reactions, find the zero members (by visual inspection), and find the force in member DA. A -2 ft 2 ft 300 lb -1.2 m
Problem # 1 For the plane truss shown below, determine the reactions and the member forces. 8 kip 10 kip 12 kip 8 ft h 8 ft f 20 ft 12 ft 12 ft 20 ft Problem # 1 For the plane truss shown below, determine the reactions and the member forces. 8 kip 10 kip 12 kip 8 ft h 8 ft f 20 ft 12 ft 12 ft 20 ft
Determine the support reactions and the force in member CE for the truss : 8 ft *4fty 300 lb D E F 8 ft A B 3 1000 lb 8 ft * 8 ft
K8 ft * 4 ft PROBLEM 4 Determine the support reactions and the force in member CE for the truss shown in the figure below: 300 lb D E F 8 ft A B C 4 3 1000 lb 8 ft * 8 ft
In the truss shown in the figure: 1. Determine the support reactions at supports A and F. (10 points) 2. Determine the force in members BC, IC, and IH of the truss using method of joints. Explain and justify if the members are in tension or compression. (20 points) 3. Draw FBD for each step of 1 and 2. (10 points) 60KN 40 kN -2 m -2 m -2 m E D 1.5 m F с O -30 kN H...
AC-CD- BC Exercise IV 20 PT a- Determine the reactions at the supports. b- Determine the force in each member of the truss c- State if the members are in tension or 3 ft compression d- If the maximum allowed in each beam is 400lb in tension and 600lb in compression, determine the maximum of admissible load P. 2 ft 2 ft Exercise V: 40 PT 1.6 kN 200 _ 400 mm + 45 The angle strut is welded to...
Problem 3 20 points) Consider the truss shown. Find the EXTERNAL reactions and the INTERNAL forces in each of the members. 200 lb 30° D 300 12'-0" 12'-0" 600 lb Figure 3: Simple Truss
$2–20. Determine the reactions on the beam. 10 k 12 k 1 k/ft 3 k/ft 5 ft 4ft- 4 ft – 4ft -
—8 ft * 4 fit PROBLEM 4 Determine the support reactions and the force in member CE for the truss shown in the figure below: 300 lb D E F 8 ft A B 3 1000 lb 8 ft- 8 ft
-8 ft *4ft-4 PROBLEM 4 Determine the support reactions and the force in member CE for the truss shown in the figure below: 300 lb D 8 ft A 3 1000 lb 8 ft 8 ft