Given: An assembly of two beams ABCD and CEF, and one bar BE, connected by pins, carries a vertical load P = 6 kips at point F (Fig. 1.6a); it is supported by a pin at A and a cable DG. Dimensions are in inches. Find: (a) The components of the forces acting on joints B, C, and E. (b) The internal force and moment resultants acting on the cross section at point 0. Assumptions: Friction forces in the pin joints will be neglected. All forces are coplanar and two dimensional. Weights of the members are negligible compared to the applied load and can be ignored. SOLUTION: See Fig. 1.6 and Table 1.1. P= 6 kips 6 kips 75 Fo 50 30 50 Fo Fo 50 15 kips Mo Fo Cable B 75 4 kips 100 60° RA RAN (c) (b) (a)

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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Given: An assembly of two beams ABCD and CEF, and one bar BE,
connected by pins, carries a vertical load P = 6 kips at point F (Fig. 1.6a);
it is supported by a pin at A and a cable DG. Dimensions are in inches.
Find:
(a) The components of the forces acting on joints B, C, and E.
(b) The internal force and moment resultants acting on the cross section at
point O.
Assumptions: Friction forces in the pin joints will be neglected. All forces
are coplanar and two dimensional. Weights of the members are negligible
compared to the applied load and can be ignored.
SOLUTION: See Fig. 1.6 and Table 1.1.
P= 6 kips
6 kips
D
75
Fo
50
30
Fo
Vo
IE
C
50
FBE
Fo
15 kips
Mo
Fo
Cable
B
75
4 kips
100
60
RA
RA
(c)
(b)
(a)
Transcribed Image Text:Given: An assembly of two beams ABCD and CEF, and one bar BE, connected by pins, carries a vertical load P = 6 kips at point F (Fig. 1.6a); it is supported by a pin at A and a cable DG. Dimensions are in inches. Find: (a) The components of the forces acting on joints B, C, and E. (b) The internal force and moment resultants acting on the cross section at point O. Assumptions: Friction forces in the pin joints will be neglected. All forces are coplanar and two dimensional. Weights of the members are negligible compared to the applied load and can be ignored. SOLUTION: See Fig. 1.6 and Table 1.1. P= 6 kips 6 kips D 75 Fo 50 30 Fo Vo IE C 50 FBE Fo 15 kips Mo Fo Cable B 75 4 kips 100 60 RA RA (c) (b) (a)
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