USING THE METHOD OF JOINTS TO COMPUTE THE FORCE IN MEMBERS DF, EF, DE, CE, AND BE OF THE LOADED HOWE ROOF TRUSS AS SHOWN IN FIG. 1

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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1. USING THE METHOD OF JOINTS TO COMPUTE THE FORCE IN MEMBERS DF, EF, DE, CE, AND BE OF THE LOADED HOWE ROOF TRUSS AS SHOWN IN FIG. 1 2. USING THE METHOD OF SECTIONS , DETERMINE THE FORCE IN MEMBER CE, BE, EF, BF AND AF OF LOADED CANTILEVER TRUSS AS SHOWN IN FIG. 2 3. USE METHOD OF SECTIONS TO COMPUTE FORCES ACTING IN MEMBERS BD, BE, CE, DE, AND DF OF THE LOADED PINK TRUSS AS SHOWN IN FIG. 3 4. THE X-FRAME AS SHOWN IN FIG. 4 IS HINGED AT D AND ON ROLLER AT E. DETERMINE THE RESULTANT HINGED FORCES AT A, B AND C
method of
EF, BF, and AP of the loaded cantilever truss as
3) Use the method of sections to compute the forces acting in members
BD, C, CE, DE, and DF of the loaded Pink truss as shown in Fig. 3
4) e X-frame as shown in Fig. 4 is hinged at and on roller at E.
Determine the resultant hinged forces at A, B, and C.
200 ID
mimm
14,000 N
DY
-400 B
30°
10
3m
B
400 lb
D
30
C 10' E 10
FIG. I
2m
400 lb
30°
F
30
G 10
1500lb
C 3m B 3m
F
FIG. 2
200lb
H
www.opmarploph
3m
MINT
Ic 9
300 lb
12'
TE
180 b
1300 b
FIG. 3
y
6
FIG. 4
g
G
1900 lb
D
TERPENTE
Transcribed Image Text:method of EF, BF, and AP of the loaded cantilever truss as 3) Use the method of sections to compute the forces acting in members BD, C, CE, DE, and DF of the loaded Pink truss as shown in Fig. 3 4) e X-frame as shown in Fig. 4 is hinged at and on roller at E. Determine the resultant hinged forces at A, B, and C. 200 ID mimm 14,000 N DY -400 B 30° 10 3m B 400 lb D 30 C 10' E 10 FIG. I 2m 400 lb 30° F 30 G 10 1500lb C 3m B 3m F FIG. 2 200lb H www.opmarploph 3m MINT Ic 9 300 lb 12' TE 180 b 1300 b FIG. 3 y 6 FIG. 4 g G 1900 lb D TERPENTE
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