1.Solve for the forces of each members using methods of joints2. Solve for the forces of each members AE, BF and BE using methods of sections. Joints1. SolveFortheForcesOF eachmembers using MethodOFEGB6.25m6-0m5.5m4-5mR200 KN8 panels40m%3DSolveAE , BF,usingFortheandBE2.Farce Fmem bersMethodOFSections.A42F12m

dear student as per our company guidelines i am solving problem No.1 only

Answered: 1. Solve the forces OF each using…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Solve the problem with complete and neat solution. Draw the figure. Determine the forces in members IH, KC, and BC of the truss using method of sections. State whether each member is in tension or compression. 60KN A 3m B 3m K H 4m C 3m 60KN D 3m F E
Q: Identify the zero-force members, and then find the force in all members of joint B ( BA, BG, BF, and BC) and GA using method of joints. 800 N \30 G F E 3 m B D. 3 m 3 m 3 m
How do i solve the attached trusses/civil engineering problem?
At the beginning of your solution, write down the values of P1, P2, P3 and L and solve the followings using the section method: 4- The internal member force FBC; 5- The internal member force FBE.
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I tried to solve the first problem by cutting a section at s and then taking the sum of moments with respect to point H (HJ, HI, DJ are now not relevant) which looks like it yields compression which seems right but I keep on getting the wrong answer
- Google Chrome "attempt.php?attempt-1401654&cmid=709788&page=2 F, D d F2 F b. a= 2.9m, b= 2.2m, c= 4.5m, d== 1.2m F-120N, F, = 2400N, 0, = 35*, F = 500N.
For the given truss a. Draw the free-body diagram without the zero-force members. b. Use the method of sections to find the forces in members RS, MG, and ER. Assume that member ER carries twice the magnitude of the force carried by the member DE. c. Use the method of joints to find the forces in members VW and OW. Indicate whether the forces are in tension or in compression. 5 kN 2 kN B D 50° G E 0.5 m 0.5 m R T 0.25 m 30° 3 KN X. 0.5 m 4 kN 0.6 m 1.2 m 1.2 m 1.2 m 1.2 m 1.2 m
truss. need asap
Determine the force in each member of the loaded truss. Make use of symmetry of the truss and of the loading. Forces are positive if in tension, negative if in compression. Answers: AB= AH = BH = BC= i CF = CG= CD= i CH= 4.6 m EF= i FG = GH = i DE = i DF= i i i i Mi i B 3.6 m H 34 KN 4.6 m 4.6 m G 61 kN D 4.6 m F 34 KN KN KN KN KN KN KN Ξ Ξ Ξ KN KN KN KN KN KN KN E
This is a static of rigid bodies problem. Determine the forces in all members using method of joints.
Problem 2: Determine the force in ALL the members of the truss. State if the members are in tension or compression. Show all your work to receive full credit. (Hint: It is not needed to find the reaction forces at C and E if you use the Method of Joints). Note: P1= 1000 lb and P: = 500 lb B C30 45 999 4 ft E 550 D. -4 ft- - 4 ft- 999 299

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1. Solve the forces OF each using Method oF Joints For members 4.25m G-Om 5.5m 4-5m R k P 200 kN 8 panels 40m %3D