Use the method of sections to determine independently the force in bars ad be and ce of the truss shown in p4-4-12 400 lb 600 lb 800lb 4 panels each at 18' = 72' 16'-400 lb16'Figure P-4-4.104-4.11. For the truss shown in Fig. P-4-4.11, determine each of theforces in bars BD, CD, and CE by means of an equilibrium equation thatdetermines it independently of the others.EFunn44.12. Use the method of sections to determine independently theforce 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.600 lb6.1912'G800.lbAns.12'15'120-во40Figure P-4-4.11

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Use the method of sections to determine independently the force in bars ad be and ce of the truss shown in p4-4-12 400 lb 600 lb 800lb 4 panels each at 18' = 72'

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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Concept explainers

Load on Structures

Civil engineers primarily deal with beams in their day-to-day applications. A beam is a structural member that resists shear loadings. There are various types of beams such as cantilever beam, simply supported beam, and over the hanging beam. All these beams have a different end and loading conditions.

Question

Use the method of sections to determine independently the force in bars ad be and ce of the truss shown in p4-4-12 400 lb 600 lb 800lb 4 panels each at 18' = 72'

16'-
400 lb
16'
Figure P-4-4.10
4-4.11. For the truss shown in Fig. P-4-4.11, determine each of the
forces in bars BD, CD, and CE by means of an equilibrium equation that
determines it independently of the others.
E
Funn
44.12. 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.
600 lb
6.19
12'
G
800.lb
Ans.
12'
15'
120-
во
40
Figure P-4-4.11

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