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A steel bar and a brass bar are each secured to a rigid support and fastened together at their ends by a 20-mm diameter pin as shown in Fig. 2.15. The area of cross-section of the steel rod is 600 mm2 and that of the brass bar is 800mm2. Determine the maximum normal stress induced in the brass bar by 40°C drop in temperature. ES = 2Eb = 200 GPa, αS = 11.2 × 10−6 /°C, αB = 18.6 × 10−6/°C. What is the shear stress developed in the pin?

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Decrease in temperature = 40°C 

Free contraction in length = L × 40 × 11.2 × 10−6 + L × 40 × 18.6 × 10−6 

= L(448 + 744) × 10−6 

= 1.192 × 10−3L mm

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