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8400 lb 3600 lb 5'- -5'- -10'- -10'- G 7.5' 7.5' 15' K Figure P-4-6.14 EJ

8400 lb 3600 lb 5'- -5'- -10'- -10'- G 7.5' 7.5' 15' K Figure P-4-6.14 EJ

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4.6.14. two trusses are hinged together at F to form the three-hinged arch. find the fierce acting in bars AC, BE and CE (use method of members)

8400 lb 3600 lb 5'- 10- 10'- 7.S' 7.5' B llot 15' Figure P-4-6.14
Transcribed Image Text:8400 lb 3600 lb 5'- 10- 10'- 7.S' 7.5' B llot 15' Figure P-4-6.14
4-6.14. Two trusses are hinged together at F to form the three-hinged arch shown in Fig. P-4-6.14. Find the force acting in bars AC, BE, and CE. AC = 1200 lb C; CE = 5340 lb T; BE = 4810 lb C Ans. %3D
Transcribed Image Text:4-6.14. Two trusses are hinged together at F to form the three-hinged arch shown in Fig. P-4-6.14. Find the force acting in bars AC, BE, and CE. AC = 1200 lb C; CE = 5340 lb T; BE = 4810 lb C Ans. %3D
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