The bronze (E = 100 GPa) post D of Fig. P5-54 has a cross-sectional area of 2500 mm^2, and the high-strength steel (E = 200 GPa) bar C has a cross-sectional area of 600 mm^2. Bar AB and the bearing block on post D are to be considered rigid. The clearance between post D and bar AB is 0.09 mm before the load P is applied. If the axial stresses are not to exceed 215 MPa for the steel and 95 MPa for the bronze, determine the maximum load that can be applied.