STRENGTH OF MATERIAL || R. S. KHURMI ||CHAPTER 4 || Example 4.12
EXAMPLE 4.12. A composite bar ABC, rigidly fixed at A and 1 mm above the lower support,
is subjected to an axial load of 50 kN at B as shown in Fig. 4.22 If the cross-sectional area of the section AB is 100 mm2 and that of section BC is 200 mm2, find
the reactions at both the ends of the bar. Also find the stresses in both the section. Take
E = 200 GPa.
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