Shown in Fig. P-255 is a section through a balcony. The total uniform load of 600 kN is supported by three rods of the same area and material. Compute the load in each rod. Assume the floor to be rigid, but note that it does not necessarily remain horizontal. Figure P-255 5 m 4m 3 m CO 6 m 600 KN 2 m 3m ( 6 m