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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

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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

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