$\Sigma M_H = 0$
$12R_A = 9(2.7) + 6(4.5) + 3(1.8)$
$R_A = 4.725 \, \text{kN}$
At Joint A
$\Sigma F_V = 0$
$F_{AB} \sin 30^\circ = 4.725$
$F_{AB} = 9.45 \, \text{kN}$ compression answer
At Joint C
By inspection
$F_{BC} = 2.7 \, \text{kN}$ tension
At Joint B
By inspection
$F_{BE} = 2.7 \, \text{kN}$ compression answer
$\Sigma F_x = 0$
$F_{BD} + F_{BE} \cos 60^\circ + 2.7 \cos 60^\circ = 9.45$
$F_{BD} + 2.7 \cos 60^\circ + 2.7 \cos 60^\circ = 9.45$
$F_{BD} = 6.75 \, \text{kN}$ compression answer
At Joint D
By inspection
$F_{DF} = 6.75 \, \text{kN}$ compression
$\Sigma F_V = 0$
$F_{DE} = F_{DF} \sin 30^\circ + 6.75 \sin 30^\circ$
$F_{DE} = 6.75 \sin 30^\circ + 6.75 \sin 30^\circ$
$F_{DE} = 6.75 \, \text{kN}$ tension answer
