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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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
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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