6 ft 2 0 I Problem 2 Using the method of sections, determine the force in...
Determine the force in members Hl of the truss. State if the members are in tension or compression. Take that P1 = 1,627 lb and P2= 2,144 Ib. Suggestion: Use the sections shown. -9 ft ftpoft-tit- -9 ft G 6 ft 1 6 ft S S P2 t t IK 12 ft B |-6 ft-4-6 ft-
Determine force in CD, JD, JI using method of
sections.
ed by members CD, JD and JI in the trus is required. Write the truss loads on the diagram with C & Ld 2000 lb 0 → 1500 lb ЗА 3f4 3 Ft SP4 Sp
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
Problem 3-Using Method of Sections (via section a-a shown), find the axial force in members U, CJ, and CD of the truss shown below. 5 ft 10 ft 15 ft 20k 20k i 20k 20 k 20 k
Using the method of sections, find the force exerted
in the members: JI , EF, EI and JE. (Statics Problem)
1500 lb 1000 lb 1000 lb K 900 1b L 8 ft М, DE 8 ft В F 8 ft A G 8 ft 8 ft 8 ft 8 ft 8 ft 8 ft
2. Determine the force in members CD, HI, and CH of the truss, and state if the members are in tension or compression. (15 points) K J H G 8 ft Α. B C D E F -6 ft 6 ft 6 ft 6 ft 6 ft 900 lb 1500 lb 900 lb 1500 lb 900 lb
2. Determine the force in members CD, HI, and CH of the truss, and state if the members are in tension or compression. (15 points) K J H G 8 ft Α. B C D E F -6 ft 6 ft 6 ft 6 ft 6 ft 900 lb 1500 lb 900 lb 1500 lb 900 lb
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
2. Determine the force in members CD, HI, and CH of the truss, and state if the members are in tension or compression. (15 points) K H G - 8 ft N B C D E F ---6ft +-6ft --6 ft--6 ft 6 ft 900 lb 1500 lb 900 lb 1500 lb 900 lb
-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