Use method of sections to solve the truss problem and apply only one single equation of equilibrium for each desired member force. (1) Determine the forces in members BCand CG of the loaded truss composed ofequilateral triangles.Ans: BC1.155 kN T,CG 4.04 kN CABCDE8 mIHGF3 kN5 kN

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Answered: (1) Determine the forces in members BC…

Mathematics For Machine Technology

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ISBN:9781337798310

Author:Peterson, John.

Publisher:Peterson, John.

Chapter84: Binary Numeration System

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Problem 5A

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In this assignment, start from a loaded joint and use the method of joints to calculate the truss member forces. (1) Determine the force in each member of the loaded truss. Ans: AB 900 lb T, AC = 780 lb C, BC = 720 lb T 20 in. 16 in. B 15 in.- 240 lb
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Determine the force in each member of the Gambrel roof truss shown. State whether each member is in tension or compression. Use Method of Sections. The answers are AB = 5 kN C, AC = 4 kN T, BC = 0, CE = 4 kN T, BE = 0.2 kN C, BD = 4 kN C, FH = 5 kN C, HG = 4 kN T, EG = 4 kN T, FG = 0, DF = 4 kN C, EF = 0.2 kN C, DE = 0.24 kN T
(1) Starting from a support joint and use method of joints to determine the force in each member of the loaded truss. All triangles are equilateral. Ans: AB = 15.59 kN C, AE = 8.66 kN T, BC= 15.01 kN C, BD = 5.20 kN C, BE 4.04 kN C, CD = 7.51 kN T, DE = 6.35 kN T A E 8 kN D 4 kN 2 kN
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(3) Starting from a support joint, use method of joints to determine the forces in members AE, BE, CE, and DE of the loaded truss. All triangles are isosceles. Ans: AE = 21.0 kN T, BE = 12.62 kN C, CE = 12.62 kN T, DE = 7 kN T 30% 10 kN 4 m B 4 m E C 3 m 16 kN
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(1) Determine the forces in members BC and CG of the loaded truss composed of equilateral triangles. Ans: BC 1.155 kN T, CG 4.04 kN C A B C D E 8 m I H G F 3 kN 5 kN