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 D F B 400 lb E 600 lb 4 panels @18' = 72'- 800 lb H Ans. T 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 D F B 400 lb E 600 lb 4 panels @18' = 72'- 800 lb H Ans. T 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

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
D
F
B
400 lb
E
600 lb
4 panels @18' = 72'-
800 lb
H
Ans.
T
12'

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