(Problem 2.126 from the text book) Two solid cylindrical rods are joined at B and loaded as shown. Rod AB is made of steel (E=29x10 psi), and rod BC of brass (E=15x10 psi). Determine (a) the total deformation of the composite rod ABC, (b) the deflection of point В. 30 in. 3 in. 30 kips 30 kips 2 in. 40 in. P 0 kips

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A: Data Given: Column section=16×16×12Gross area =A=28.3 in2b=16 in,  t=0.465 inry=6.31 inL=18 ftFy=46…

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A: Stresses:  Maximum stress = 6.625 N/mm2  Minimum stress = -0.654 N/mm2