A plane truss with applied loads is shown in the figure.
The members which do not carry any force are
(A) $\mathrm{FT}, \mathrm{TG}, \mathrm{HU}, \mathrm{MP}, \mathrm{PL}$
(B) ET, GS, UR, VR, QL
(C) $\mathrm{FT}, \mathrm{GS}, \mathrm{HU}, \mathrm{MP}, \mathrm{QL}$
(D) MP, PL, HU, FT, UR
A plane truss with applied loads is shown in the figure.
The members which do not carry any force are
(A) $\mathrm{FT}, \mathrm{TG}, \mathrm{HU}, \mathrm{MP}, \mathrm{PL}$
(B) ET, GS, UR, VR, QL
(C) $\mathrm{FT}, \mathrm{GS}, \mathrm{HU}, \mathrm{MP}, \mathrm{QL}$
(D) MP, PL, HU, FT, UR
$\mathrm{FT}, \mathrm{TG}, \mathrm{HU}, \mathrm{MP}, \mathrm{PL}$