An incompressible fluid (water) flows steadily from an open tank. The elevation of point 1 is 10.0m, and the elevation of point 2 and 3 is 2.00m. The cross-sectional area at point 2 is 0.0680 m^2, at point 3 it is 0.0360 m^2. The area of the tank is very large compared to the cross-sectional area of the pipe. Assuming that Bernoulliās equation applies, compute: The gauge pressure at point 2.