Find the maximum superimposed (excluding its own weight) uniformly distributed load (w) that a 6x14 beam with a 25'-0" span can carry. Use Douglas Fir-Larch (North) Grade No.1 ($F_b$ = 1,300 psi, $F_v$ = 85 psi, E = 1,600,000 psi). The floor deck is continuously nailed to the beam to provide full lateral support. Load is a combination of dead and snow loads. The spacing between the beams is such that this beam is not considered as a repetitive member. The maximum deflection from the load is limited to span/240. Unit weight of this wood is 32 pcf. M.C. < 19%.