1200 lb 600 lb D 20 15 15 C 15' E 10' 400 lb 200 lb Figure P-44.11
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
For the truss shwon in Fig. P-4-4.11, determine eaxh of the forces in bars Bd, Cd, and cS by means of an equilibrium equations that determines it independently of the others. (Use method of sections)
![F.
120
12'
BO
G.
Thin
16'-
16'-
16' -
Figure P-4-4.10
A
15 C
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.
40
Figure P-4-4.1l
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 Ib C; BÉ = 361 lb C; CE = 2100 lb T
Ans.
F.
12'
A
G.
C.
777
800.lb.
400 lb
600 lb](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F341807b9-90a5-4a92-b9fb-2fed63cc27c4%2F74246dc7-5058-4bfd-b8d8-86eb91094434%2F8xyfgab_processed.jpeg&w=3840&q=75)
Transcribed Image Text:F.
120
12'
BO
G.
Thin
16'-
16'-
16' -
Figure P-4-4.10
A
15 C
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.
40
Figure P-4-4.1l
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 Ib C; BÉ = 361 lb C; CE = 2100 lb T
Ans.
F.
12'
A
G.
C.
777
800.lb.
400 lb
600 lb
![1200 lb
600 lb
20
15
15'
15'
10'
ne each of the,
a equation that
400 lb
200 lb
Figure P-44.11
pendently the
4-4.12.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F341807b9-90a5-4a92-b9fb-2fed63cc27c4%2F74246dc7-5058-4bfd-b8d8-86eb91094434%2Fu34goes_processed.jpeg&w=3840&q=75)
Transcribed Image Text:1200 lb
600 lb
20
15
15'
15'
10'
ne each of the,
a equation that
400 lb
200 lb
Figure P-44.11
pendently the
4-4.12.
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