Equation of Equilibrium. Referring to the free-body diagram of the beam shown in Fig. a, +1£F, = 0; FAD + FBE + FcF - 230(10³) = 0 (1) 6+EMA- 0; FBE(400) + FcF(1200) – 230(10®)(800) = 0 FBE + 3FCF = 460(10³) (2) Elastic Analysis. Referring to the deflection diagram of the beam shown in Fig. b, the compatibility equation can be written as ( ScF - 8AD SBE = SAD + |(400) 1200 SCF FBEL 2(FADL) 3 AE (FCFL' 3 AE %3D AE FAD + Fer FBE FCF (3) Solving Eqs. (1), (2), and (3) FCF 131 428.57 N FBE 65 714.29 N F AD = 32 857.14 N %3D %3D %3D

Elements Of Electromagnetics
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Solution for the forces FCF, FBE and FAD. Given the value just show how it get based from the given equation
Equation of Equilibrium. Referring to the free-body diagram of the beam shown in
Fig. a,
+1 ΣF, - 0;
FAD + FBE + FcF - 230(10³) = 0
(1)
6+EMA = 0;
FBE(400) + FcF(1200) – 230(10³)(800) = 0
(2)
FBE + 3FCF = 460(10³)
Elastic Analysis. Referring to the deflection diagram of the beam shown in Fig. b,
the compatibility equation can be written as
( 8CF¯ d AD \(400)
SBE = 8 AD +
1200
dBE
1
8AD
1( FCF L`
FBEL 2( FADL
3 AE
AE
3
AE
F BE
FAD
FCF
(3)
Solving Eqs. (1), (2), and (3)
FCF
131 428.57 N
FBE
65 714.29 N F AD
32 857.14 N
Transcribed Image Text:Equation of Equilibrium. Referring to the free-body diagram of the beam shown in Fig. a, +1 ΣF, - 0; FAD + FBE + FcF - 230(10³) = 0 (1) 6+EMA = 0; FBE(400) + FcF(1200) – 230(10³)(800) = 0 (2) FBE + 3FCF = 460(10³) Elastic Analysis. Referring to the deflection diagram of the beam shown in Fig. b, the compatibility equation can be written as ( 8CF¯ d AD \(400) SBE = 8 AD + 1200 dBE 1 8AD 1( FCF L` FBEL 2( FADL 3 AE AE 3 AE F BE FAD FCF (3) Solving Eqs. (1), (2), and (3) FCF 131 428.57 N FBE 65 714.29 N F AD 32 857.14 N
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