of joints to compute 1 BE of the loaded Howe roof truss as shown in Fig. 1 EF, BF, and AP of the loaded cantilever truss as shown in Fig. 2 2) Using the method of sections, determine the force in members CE, BE, 3) Use the method of sections to compute the forces acting in members. BD, C, CE, DE, and DF of the loaded Fink truss as shown in Fig. 3 4) The X-fn BE

Elements Of Electromagnetics
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Author:Sadiku, Matthew N. O.
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Please answer number 2
D
A/C STRUCTURES 1
CE, and BE of the loaded Howe roof truss as shown in Fig. 1
1) Use the method of joints to compute the force in members DF, EF, DE,
EF, BF, and AF of the loaded cantilever truss as shown in Fig. 2
2) Using the method of sections, determine the force in members CE, BE,
3) Use the method of sections to compute the forces acting in members.
BD, C, CE, DE, and DF of the loaded Fink truss as shown in Fig. 3
Determine the resultant hinged forces at A, B, and c.
4) The X-frame as shown in Fig. 4 is hinged at D and on roller at E.
BE.
200 lb
A
mham
DY
14,000 N
400 b
30°
10' C
3m
B
с
400 lb
30
30
10¹ E 10
D
2m
FIG. I
400 lb
30°
F
ABRO 4 11 1
AMT 4 16
PRELIM EXAMINATION
30
TG 10
1500lb
3m B 3m
FIG.2
200lb
H
N
3m
TUETAT
9'
s'
С
Date:
2
9
300 lb
12'
E
9
1300 lb
FIG. 3
180 tb
6'
FIG. 4
g
G 9
1900 lb
At
cod
Transcribed Image Text:D A/C STRUCTURES 1 CE, and BE of the loaded Howe roof truss as shown in Fig. 1 1) Use the method of joints to compute the force in members DF, EF, DE, EF, BF, and AF of the loaded cantilever truss as shown in Fig. 2 2) Using the method of sections, determine the force in members CE, BE, 3) Use the method of sections to compute the forces acting in members. BD, C, CE, DE, and DF of the loaded Fink truss as shown in Fig. 3 Determine the resultant hinged forces at A, B, and c. 4) The X-frame as shown in Fig. 4 is hinged at D and on roller at E. BE. 200 lb A mham DY 14,000 N 400 b 30° 10' C 3m B с 400 lb 30 30 10¹ E 10 D 2m FIG. I 400 lb 30° F ABRO 4 11 1 AMT 4 16 PRELIM EXAMINATION 30 TG 10 1500lb 3m B 3m FIG.2 200lb H N 3m TUETAT 9' s' С Date: 2 9 300 lb 12' E 9 1300 lb FIG. 3 180 tb 6' FIG. 4 g G 9 1900 lb At cod
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