If Pb denotes load taken by each brass wire and Ps denotes load taken by steel wire, then
Total load P = 2Pb + Ps = 2\(\sigma\)bAb + \(\sigma\)sAs (i)
As the beam is horizontal, all the wire extend by the same amount. Further since each wire is of same length, the wires would experience the same amount of strain, thus
es = eb
\(\sigma\)s/Es = \(\sigma\)b/Eb
\(\sigma\)s = (Es × \(\sigma\)b)/Eb = (200 × \(\sigma\)b)/80 = 2.5\(\sigma\)b.....(iii)
Putting the value of equation (ii) in equation (i)
50 = 2\(\sigma\)b(\(\pi\)/4)(1.8)2 + 2.5\(\sigma\)b (\(\pi\)/4)(0.9)2
50 = 6.678 \(\sigma\)b
\(\sigma\)b = 7.49 N/mm2
\(\sigma\)s = 2.5\(\sigma\)b = 18.71 N/mm2