The forces in members BD$,$ BE$,$ and CE of the Parker truss subjected to the loading

and reactions shown are most nearly:

$BD=35kN,BE=60kN,$ and $CE=33kN$

$BD=35kN,BE=33kN,$ and $CE=60kN$

$BD=33kN,BE=35kN,$ and $CE=60kN$

$BD=60kN,BE=33kN,$ and $CE=35kN$