11-23 Determine the force transmitted by member CDof the truss shown in Fig. P11-23.300 Ib400 Ib12 ft10 ft- 10 ft10 ft10 ft500 IbFig. P11-23

Given: The truss is shown below:

Answered: 11-23 Determine the force transmitted…

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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NOTE. This is a multi-part question. Once an answer is submitted, you will be unable to return to this part Consider the given structure with P-490 lb. 9 ft 9 ft P -7.5 ft- C B Using the method of joints, determine the force in each member of the truss shown. State whether each member is in tension (7) or compression (C) The force in member FAB IS 343 ID The force in member FACIS 12.99 Ob TO The force in member Facis 15 Olb T The force In member FBE IS The force in member FCD Is The force in member FCE IS 8,66 Olb T O The force in member FDE IS 15 lb C 7.5 lb с 8 3 7.5 lb C ( › T O 3
Determine the reactions and the member forces for the truss shown below using the Consistent Deformation Method. (E = constant ; 1.5A = for top & bottom chord ; A = for web members) E F |24ft A D () 45k 30 k 3 @ 18ft = 54ft B
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8 in. 4 in. 'P Problem 12: The plate has a weight of W with center of gravity G. Determine the distance, d, along line GH where the vertical force P = 0.75W will cause the tension in cable CD to be zero. Ans. d 0.55L B H N 后女 50°F Clear hp 10 f12 II ト> insert pr & * %3D bac Y U G K 00 44
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PROBLEM 2: The roof truss shown is supported on rollers at A and is hinged at B. The wind loads H1, H2, and H3, actperpendicular to the top chord. Analyze the truss based on the stated conditions. Indicate “C” for compression and “T”for tension.Given:S = 3.0 mH = 1.5 m Required: 1. Force in member DC (kN). (Answer: 36.224 (T))Given: H1 = 16 kN; H2 = 27 kN; H3 = 11 kN; P = 105 kN 2. Force in member FC (kN). (Answer: 234.686 (C))Given: H1 = 16 kN; H2 = 27 kN; H3 = 11 kN; P = 105 kN
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11-23 Determine the force transmitted by member CD of the truss shown in Fig. P11-23. 300 Ib 400 Ib 12 ft 10 ft - 10 ft 10 ft 10 ft 500 Ib Fig. P11-23