The framing plan and elevation of a six story building is shown
in the figure. Assume D =
50 psf, L= 80 psf. Compute: 1) factored axial load on a typical
interior column at the
ground level, 2) factored axial load on a typical exterior (edge or
side) column at the
ground level, and 3) factored axial load on a typical corner column
at the ground level.
Use live load reduction factor where applicable.