Using the method of joints, determine the force in each member of the truss shown. State whether each er is in tension or compression. 3 375 lb 8 ft 500 lb В 6 ft- 8.4 ft-

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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10.33
ull LTE
K KUDA LIAR E LEMBAR KERJA 4
3
Determine the force in each member of the truss shown. State
er each member is in tension or compression.
3 of 3
10 kips
B
7.5 ft
H
G
E
-6 ft--6 ft-6 ft→-6 ft→|
www.statikastruktur.wordpress.com
Page 2
4
A floor truss is loaded as shown. Determine the force in members CF,
EF, and EG.
250 lb 500 lb 500 lb 375 lb 250 lb 250 lb 125 lb
4 ft
4 ft
4 ft
4 ft
4 ft
4 ft
D
Bo
G H
E
2 ft
Ao
C
5 A valuted roof truss is loaded as shown. Determine the force in members BD, BE, and CE.
+2 m 2 m→2 m 2 m-2 m 2 m→
|240 N
360 N
F
360 N
240 N
240 N
120 N
D
120 N
1.75 m
В
K
L
0.4 m
C
E
3 m
6
For the frame and loading shown, determine the force acting on member ABC (a) at
В, (Ь) at C.
8 in.
10 in.
80 lb
8 in.
A
6 in.
6 in.
B
10 in.
Transcribed Image Text:10.33 ull LTE K KUDA LIAR E LEMBAR KERJA 4 3 Determine the force in each member of the truss shown. State er each member is in tension or compression. 3 of 3 10 kips B 7.5 ft H G E -6 ft--6 ft-6 ft→-6 ft→| www.statikastruktur.wordpress.com Page 2 4 A floor truss is loaded as shown. Determine the force in members CF, EF, and EG. 250 lb 500 lb 500 lb 375 lb 250 lb 250 lb 125 lb 4 ft 4 ft 4 ft 4 ft 4 ft 4 ft D Bo G H E 2 ft Ao C 5 A valuted roof truss is loaded as shown. Determine the force in members BD, BE, and CE. +2 m 2 m→2 m 2 m-2 m 2 m→ |240 N 360 N F 360 N 240 N 240 N 120 N D 120 N 1.75 m В K L 0.4 m C E 3 m 6 For the frame and loading shown, determine the force acting on member ABC (a) at В, (Ь) at C. 8 in. 10 in. 80 lb 8 in. A 6 in. 6 in. B 10 in.
10.33
ull LTE
K KUDA LIAR E LEMBAR KERJA 4
2 Using the method of joints, determine the force in each member of the truss shown. State whether each
er is in tension or compression.
2 of 3
375 lb
8 ft
500 lb
В
C
8.4 ft
Determine the force in each member of the truss shown. State
3
whether each member is in tension or compression.
10 kips
D
7.5 ft
H
G
E
F
-6 ft-6 ft→--6 ft--6 ft-
www.statikastruktur.wordpress.com
Page 2
4
A floor truss is loaded as shown. Determine the force in members CF,
EF, and EG.
250 lb 500 lb 500 lb 375 lb 250 lb 250 lb 125 lb
4 ft
4 ft
4 ft
4 ft
4 ft
4 ft
D
Bo
E
G H
2 ft
Ag
A valuted roof truss is loaded as shown. Determine the force in members BD, BE, and CE.
2 m 2 m 2 m→2 m 2 m 2 m-
240 N
360 N
360 N
240 N
F
240 N
120 N
D
120 N
1.75 m
В
K
G
E
0.4 m
3 m
6
For the frame and loading shown, determine the force acting on member ABC (a) at
В, (Ь) at C.
8 in.
10 in.
OU ID
B.
Transcribed Image Text:10.33 ull LTE K KUDA LIAR E LEMBAR KERJA 4 2 Using the method of joints, determine the force in each member of the truss shown. State whether each er is in tension or compression. 2 of 3 375 lb 8 ft 500 lb В C 8.4 ft Determine the force in each member of the truss shown. State 3 whether each member is in tension or compression. 10 kips D 7.5 ft H G E F -6 ft-6 ft→--6 ft--6 ft- www.statikastruktur.wordpress.com Page 2 4 A floor truss is loaded as shown. Determine the force in members CF, EF, and EG. 250 lb 500 lb 500 lb 375 lb 250 lb 250 lb 125 lb 4 ft 4 ft 4 ft 4 ft 4 ft 4 ft D Bo E G H 2 ft Ag A valuted roof truss is loaded as shown. Determine the force in members BD, BE, and CE. 2 m 2 m 2 m→2 m 2 m 2 m- 240 N 360 N 360 N 240 N F 240 N 120 N D 120 N 1.75 m В K G E 0.4 m 3 m 6 For the frame and loading shown, determine the force acting on member ABC (a) at В, (Ь) at C. 8 in. 10 in. OU ID B.
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