A W 360 X 514 is used as a beam to support a concrete floor system. The floor is to carry a total load of "P" in KPa. The beam is simply supported over a span of 7m and spaced 2m on centers. Properties of the section Depth d = 514 mm tw = 60.5 mm Moment of Inertia Ix = 3920 x 10^6 Section of Modulus Sx= 15300 x 10^3 weight- 819 kg/m Assume the beam is laterally suported over its span and that the allowable stress in bending is 0.66 Fy and in shear on gross section is 0.4Fy. Use A36 steel with Fy= 248 MPa. Allowable deflection is L/360. 1. Compute the uniform pressue "P" based o shear (KPa). 2. Compute the uniform pressure "P" based on moment (KPa). 3. Compute the uniform pressure "P" based on deflection (KPa).