Given the equations from Joint B Solve for the force in BD and BE. 600 lb 600 lb 600 lb 600 lb BD D 300 lb B. 2 ft 4 in. 300 lb 6 ft 1500 lb ВЕ C E| G| H. 8 ft 8 ft 8 ft -8 ft-

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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2. Given the equations from Joint B Solve for the force in BD and BE.
600 lb
600 lb
600 lb
600 lb
BD
D
300 lb
B.
F
2 ft 4 in.
300 lb|
6 ft
1500 lb
ВЕ
E
G
H.
8 ft 8 ft→-8 ft→-8 ft
8.
BD
8.
ΣΕ-0= 1500|
8.
BE
10
10
6.
= 0 =1500
10
1,
600 – BD
8
6.
+ BE
10
3. Solve for x and y.
1200 lb
30°
Transcribed Image Text:2. Given the equations from Joint B Solve for the force in BD and BE. 600 lb 600 lb 600 lb 600 lb BD D 300 lb B. F 2 ft 4 in. 300 lb| 6 ft 1500 lb ВЕ E G H. 8 ft 8 ft→-8 ft→-8 ft 8. BD 8. ΣΕ-0= 1500| 8. BE 10 10 6. = 0 =1500 10 1, 600 – BD 8 6. + BE 10 3. Solve for x and y. 1200 lb 30°
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