Figure 2.11 shows a composite bar of steel and copper. The temperature of the bar is raised by 80°C. Determine the compressive force developed in the bars after the rise in temperature and the change in length of the copper bar. The area of the copper bar is 600 mm2 and that of the steel bar is 1,000mm2.
Ecu = 1,05,000N/mm2, Es = 2,10,000N/mm2 .
αs = 11 × 10−6/°C, αcu = 18 × 10−6/°C, clearance between support and composite bar is 0.5 mm.