Weight of Beam Along Lx = (0.230 x 0.460 x 25) x 3.2 = 8.464 kn.m Along Lx Vu = (8.464 x 3.2) /2 = 13.54 knWeight of Beam Along Ly = (0.230 x 0.460 x 25) x 9.2 = 24.334 kn.m Along Ly Vu = (24.334 x 9.2) /2 = 111.94 knColumn SizeColumn Min Steel DesignColumn Ring Size= (1/4) x 20 = 5mmProvided larger 6 mm Ø lateral tiesBut we, Provided 8 mm Ø lateral tiesPitch of Internal Ties | IS 456-2000, P-49Least Internal Dimension = 230mm16 x 20 = 320 mmProvide pitch = 230 mm c/cColumn