Elements Of Electromagnetics
7th Edition
ISBN: 9780190698614
Author: Sadiku, Matthew N. O.
Publisher: Oxford University Press
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- Find the forces in members GE, GD, and FD of the truss shown using method of sections. State if the members are in tension or compression. Vertical reaction at A is 27.5 kip up and at H is 32.5 kips up. B F 8 ft C E 30 kip 17 ft 17 ft +17 ft 17 ft V10 kip 20 kiparrow_forwardSolve the following problems by the method of sections. State whether the members are in tension or compression. Determine the forces in members DE, EG, FG, and FH of the truss shown in Fig. 1500 Ib 1500 Ib 1500 Ib 6 ft6n- - 1500 Ib 1500 lb -6 ft 6 ft- 1500 lb 1500 Ib -6 t 6 ft -6ft- 6 fi-arrow_forwardSolve the following problems by the method of sections. State whether the members are in tension or compression. is 5 The length of each truss member in Fig. ft. Find the forces in members CD, DE, and EF. D A B F 1000 lb 800 lb 600 lb 800 lbarrow_forward
- For the truss loaded below, find the force in member KJ, KD, and CD using method of sections. State whether the members are in tension or compression. 4. K Summary: 3 m Force (kN) Member KJ B C E F KD CD -2 m--2 m--2 m--2 m--2 m-2 m- 20 kN 30 kN 40 kNarrow_forwardSolve the following problems by the method of sections. State whether the members are in tension or compression. Determine the forces in members DE, DJ, and JK of the truss shown in Fig. 8000 Ib D C E 15 ft B M 15 ft A H 20 ft 20 ft 20 ft 20 ft - 6000 lb 8000 lbarrow_forwardQ - 3. For the given symmetric truss structure below; BY USING THE METHOD of JOINTS; determine the internal forces of the elements BC, BA & CA. Also determine whether these forces are TENSILE or COMPRESSIVE. 600 lb 300 lb 300 lb 6 ft JE 4 ft- REDMI NOTE 8 PRO AI QUAD CAMERAarrow_forward
- Calculate the forces in members BC, BE, and EF. Solve for each force from an equilibrium equation which contains that force as the only unknown. Modification: Change load to 8.9 kN, length of members AG and BF to 4m. Use the method of sections 14 kN A 3 m В 3 m C 3 m 2 m 3 m 3 m E G Farrow_forwardSolve the following problems by the method of sections. State whether the members are in tension or compression. Determine the forces in members BC, CF, and EF of the stairs truss shown in Fig. B 3 ft 600 Ib 3 ft 400 lb E 4 ft 4 ft 4 ft - 200 lbarrow_forwardDetermine the force in members BC, BE, ED of the truss and state if these members are intension or compression. Use method of sections to solve the problem.arrow_forward
- Calculate the force in member GH of the truss and indicate whether it is in tension or compression, using either method of joints or method of sections. Required: Draw the FBD(s) as needed for analysis-all equilibrium equations must correspond to a FBD that you have drawn. Make sure to clearly indicate which FBD your equation(s) correspond to. K J H 4 ft C - 3 ft 3 ft -- 3 ft- 3 ft-3 ft 1500 lb 1500 lb 1500 lb 1500 lb 1500 lbarrow_forwardHI! PLEASE HELP ME SOLVE THESE PROBLEMS, I REALLY NEED TO PASS PLEASE THANK YOU!arrow_forwardPlz see attached picture. Need force in: member AD Member CD Mamber ABarrow_forward
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