A 2-level building is being designed, the skeleton of the building is made of metal structures, where most of the beams and columns are made of W-type profiles. To define the superelevations of the beams, we have as a restriction, in open or free space the level of the false ceiling with respect to the finished floor level, a value that is estimated with a free height of 3.00, having an available height of 3.3078m, in Based on these levels, estimate a beam superelevation that can meet these restrictions. The loads are 15 klb / ft as dead load and 25 klb / ft as live load, the beams must cover a gap of 4,268 m, it has two rows of holes for 34 bolts in each skid, there will be at least three bolts in each flange 4 between centers, consider fy = 50 klb / in ^ 2 and a value of fu = 65 klb / in ^ 2 You are requested to choose the most suitable profile and choose within the W profiles