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4-4.12. Use the method of sections to determine independently the force in bars AD, BE, and CE of the truss shown in Fig. P-4-4.12. AD =.1896 lb C; BE = 361 lb C; CE 2100 lb T. B Figure P-4-4.12 400 lb E 600 lb 4 panels @ 18' = 72'- = 800.lb Ans. 12'

4-4.12. Use the method of sections to determine independently the force in bars AD, BE, and CE of the truss shown in Fig. P-4-4.12. AD =.1896 lb C; BE = 361 lb C; CE 2100 lb T. B Figure P-4-4.12 400 lb E 600 lb 4 panels @ 18' = 72'- = 800.lb Ans. 12'

Structural Analysis
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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4-4.12. Use the method of sections to determine independently the force in bars AD, BE, and CE of the truss shown in Fig. P-4-4.12. AD = 1896 lb C; BE = 361 lb C; CE = 2100 lb T B D F A 200 Figure P-4-4.12 C 400 lb E 600 lb 4 panels @ 18' = 72'- G 800.lb H Ans. 12²
Transcribed Image Text:4-4.12. Use the method of sections to determine independently the force in bars AD, BE, and CE of the truss shown in Fig. P-4-4.12. AD = 1896 lb C; BE = 361 lb C; CE = 2100 lb T B D F A 200 Figure P-4-4.12 C 400 lb E 600 lb 4 panels @ 18' = 72'- G 800.lb H Ans. 12²
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