Problem 4: Find the support reactions at hinge A and along strut CB (assume 2 force...
4. Example 2.11-Equilibrium of a Particle A strut CB is guyed back to a wall support through cable BA. Two forces (F1 and F2) are applied to the concurrent joint at B as shown in the figure. Determine the tension in cable BA and the force i member CB for a condition of equilibrium to occur. B 5-200 kN -500 k 45° A boom and cable with two loads
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
—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
8 ft PROBLEM 4 *4ftY E F Determine the support reactions and the force in member CE for the truss shown in the figure below: 300 lb D 8 ft A B 4 3 1000 lb 8 ft * 8 ft
8f-4f-4 PROBLEM 4 Determine the support reactions and the force in member CE for the truss shown in the figure below: 300 lb D E 8 ft B 1000 lb 8f- -8 ft-
4.) Cable DE holds a simply-supported beam with an internal hinge at B. Find the support reactions at hinge B 1 ft 9 ft 10 ft 2 k/ft 10 ft 30 ft
8 ft #417 PROBLEM 4 Determine the support reactions and the force in member CE for the truss shown in the figure below: 300 lb D E 8 ft А B 1000 lb 8 ft + 8 ft
Draw free body diagrams and determine all support reactions (magnitude, units, and direction) and force in cable CB. For RISA-2D, consider the cable as a member but release both ends. 2 k/ft8 kips 10 ft 6 ft 4 ft
K 8t 444 PROBLEM 4 Determine the support reactions and the force in member CE for the truss shown in the figure below: 300 lb D E 8 ft ΑΙ B 3 1000 lb 8f- -8ft