Solve 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, andFH of the truss shown in Fig.1500 Ib1500 Ib1500 Ib6 ft6n--1500 Ib1500 lb-6 ft6 ft-1500 lb1500 Ib-6 t6 ft-6ft-6 fi-

Free-body diagram of the truss is given as, On using equilibrium of force in a vertical direction,…

Answered: Solve the following problems by the…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Solve the following problems by the method of sections. State whether the members are in tension or compression. Determine the forces in members CD and FG of the K-truss shown in Fig. (Hint: Use section aa.) 10 t 10 ft G a'F 15 ft15 ft-15 ft--15 f-15 ft15 f 2000 Ib 3000 Ib 5000 lb
Solve 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 lb
Consider a truss shown below. Given that FD= 5.5 kN and FK = 5.5 kN. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. 1 1m 1m-1m-1m- IC B FD E D F G 2 m Find the force supported by member FG. The force supported by member FG is H KN. m -Im-1m- K M Problem 06.048.d - Twenty-five member truss with two loads - determine member FG 1m
2) A cantilevered truss is loaded as shown below. Using method of sections determine the force in member BC. Leave your answer in terms of P. Specify tension (T) or compression (C). (FYI, you do not need a calculator to do this problem.) (Hint: you do not need to find the support reactions to do this problem.) Ans: FBC = (9P)/4 (T) 6 m 6 m 4 m D E 3 m 6 m 3 m
Solve the following problems by the method of sections. State whether the members are in tension or compression. Determine the forces in members CD, CK, and LK of the Howe roof truss shown in Fig. 600 lb 800 Ib 1000 Ib 10 ft LKJ atonfontonton+ +6 ft6 f 6 ft
Solve 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 truss shown in Fig. 4800 Ib 4000 Ib B 10 ft G E 10 ft 10 ft 10 ft 10 ft
Solve the following problems by the method of sections. State whether the members are in tension or compression. Determine the forces in members DE, EJ, and HJ ol the roof truss shown in Fig 4 m-4 m4 m4 m-4 m-4 m 5 KN 4 kN 3 kN 3 kN 4 kN 10 m G K -6 m 6 m 6 m 6 m
Solve the following problems by the method of sections. State whether the members are in tension or compression. A truss is loaded and supported as shown in Fig. Plot the forces in members AF, BD, and BF of the truss as a function of angle e (0s as 90). 800 kN 400 KN B 30 30 30 4 m 4 m
Solve 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 lb
The illustrated truss is subject to certain loads. Calculate the forces acting in the components identified as 3-4, 3-10, and 9-10. Attach your solution (Give, Required, Solution with FBD) 0.8 kip 1.6 kips 2 8 ft 8 1.6 kips 3. 1.6 kips 8 ft 4 8 ft 10 1.6 kips 8 ft 5 1/1 1.6 kips 8 ft 6- 12 0.8 kip 6 ft 8 ft 4.5 ft
In the Figure below, determine the force in each bar of the truss. Indicate whether each bar is tensioned or compressed.
3) Calculate the internal forces in members DF, CE, and BD of the given truss shown in the figure below. Use the Method of Sections. G0ON GOON GOON GOON G0ON 1,5m 600 N B. 600 N A 6 at 1-20m = 7.20m

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Solve 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-