For the truss shown, determine the forces in members (a) BD; and (b) BF. -4 m--4 m-4 m 4 m→ A -4 m→- 4 m В C 6 m D E F G H 20 kN 20 kN 20 kN A BD=33.33KN (C) ; BF=40KN (T) B BD=33.33kN (T) ; BF=40KN (C) BD=40KN (C); BF=33.33KN (T) D) BD=33.33KN (C) ; BF=40KN (C) E) BD=33.33KN (T); BF=40kN (T)

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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For the truss shown, determine the forces in members BD and BF

For the truss shown, determine the forces in members (a) BD; and (b) BF.
-4 m--4 m--4 m-4 m–
-4 m→4 m-
...
A
6 m
D
E
F
G
H
000
20 kN
20 kN
20 kN
(A) BD=33.33KN (C) ; BF=40KN (T)
(B) BD=33.33KN (T); BF=40KN (C)
BD=40KN (C); BF=33.33kN (T)
(D) BD=33.33KN (C); BF=40KN (C)
E) BD=33.33kN (T); BF=40KN (T)
Transcribed Image Text:For the truss shown, determine the forces in members (a) BD; and (b) BF. -4 m--4 m--4 m-4 m– -4 m→4 m- ... A 6 m D E F G H 000 20 kN 20 kN 20 kN (A) BD=33.33KN (C) ; BF=40KN (T) (B) BD=33.33KN (T); BF=40KN (C) BD=40KN (C); BF=33.33kN (T) (D) BD=33.33KN (C); BF=40KN (C) E) BD=33.33kN (T); BF=40KN (T)
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