For the column and beam layout, find the required slab thickness
and spacing of #4 reinforcing bars, if the loading in addition to
self-weight, is 2 point loads of 2 kips at the third points of each
span (4 point loads total) f'c =4000psi fy = 60ksi d = hSLAB -
1in,
weight of reinforced concrete is 150pcf, width of beams - 12in,
space between borders of beams - 7ft.