wing 1. Determine the force in members DF, DG, AND EG of the truss shown. 1 kN 1 kN 1 kN 1 kN 1 kNI D h = 8m B E G 5 kN 5 kN 5 kN -6 panels @5 m 30 m- 2. Determine the force in members GI, GJ, and HI
wing 1. Determine the force in members DF, DG, AND EG of the truss shown. 1 kN 1 kN 1 kN 1 kN 1 kNI D h = 8m B E G 5 kN 5 kN 5 kN -6 panels @5 m 30 m- 2. Determine the force in members GI, GJ, and HI
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
By using section method calculate forces in each member
![Using the method of section
Calculate the force of each member in the following problems.
1. Determine the force in members DF, DG, AND
3. Determine the force in members EF and EG of
EG of the truss shown.
the truss shown when P = 20 kips.
1 kN
1 kN
H
1 kN
F
1 kN
7.5 ft
A
1 kN
h = 8 m
B
G
K
-6 panels @ 6 ft = 36 ft
5 kN 5 kN 5 kN
6 panels @ 5 m 30 m-
4. A Polynesian, or duo pitch, roof truss is loaded
as shown. Determine the force in members FH,
2. Determine the force in members GI, GJ, and HI
GH, GI, and GJ.
of the truss shown.
6 ft, 6 ft, 6 ft, 6 ft, 6 ft
6 ft, 6 ft, 6 ft
350 Ib
-4.5 m---4.5 m-
-4.5 m
20 kN
20 kN
400 Ib
H
300 Ib
300 ib 300 Ib
400 lb
200 Ib 400 Ib
D
B
150 lb
36 kN A
D
14 ft
K-
14.5 ft
N-
2.4 m
GI
011
E
E
H
9.6 ft
8.4 ft
6 ft' 6 ft
8.4 ft
9.6 ft](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa6138d3d-3812-4824-9abe-2592f1825d4b%2F121432c2-e994-4fba-a759-a35e7fc5729c%2Fdyzcu9b_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Using the method of section
Calculate the force of each member in the following problems.
1. Determine the force in members DF, DG, AND
3. Determine the force in members EF and EG of
EG of the truss shown.
the truss shown when P = 20 kips.
1 kN
1 kN
H
1 kN
F
1 kN
7.5 ft
A
1 kN
h = 8 m
B
G
K
-6 panels @ 6 ft = 36 ft
5 kN 5 kN 5 kN
6 panels @ 5 m 30 m-
4. A Polynesian, or duo pitch, roof truss is loaded
as shown. Determine the force in members FH,
2. Determine the force in members GI, GJ, and HI
GH, GI, and GJ.
of the truss shown.
6 ft, 6 ft, 6 ft, 6 ft, 6 ft
6 ft, 6 ft, 6 ft
350 Ib
-4.5 m---4.5 m-
-4.5 m
20 kN
20 kN
400 Ib
H
300 Ib
300 ib 300 Ib
400 lb
200 Ib 400 Ib
D
B
150 lb
36 kN A
D
14 ft
K-
14.5 ft
N-
2.4 m
GI
011
E
E
H
9.6 ft
8.4 ft
6 ft' 6 ft
8.4 ft
9.6 ft
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