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The 5.2 x 10.4-in. timber beam has been strengthened by bolting to it the steel reinforcement shown. The modulus of elasticit

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oludion gives det a → S. 2X10-4 in thibee beam 5.2 tw o.u in Couple momeot of 35 to steel C&)-24x106 psi niEI n 16 I 2ext0 (1ェー(1). (s.2).(104)st (su 08). (5, 2-3, 012) 12 2. + (36 (3c 25) (3.02+0.25) = 386 47s in total weve marximum n the wood 1. 1

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