Water flows steadily through the horizontal $30$ pipe bend shown below. At station $1,$ thediameter is $0\mathrm{.}4$ m$,$ the velocity is $20$ m$/$s$,$ and the pressure is $148$ kPa gage. At station $2,$the diameter is $0\mathrm{.}48$ m and the pressure is $195$ kPa gage. Determine the forces Fx and Fznecessary to hold the pipe bend stationery. You may ignore the water weight