An edge beam without cantilever slabs has a tributary width of 10'-0" and a total length of 28'-0". The dead load is 100 psf, and the live load is 80 psf. Using the ASCE 7 provisions for live load reduction, what is the reduced live load that can be used in the analysis of the beam? Using the reduced live load , determine the maximum total strength-level load in kips that the beam is supporting. Show all work