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500 lb 500 lb PVC Epvc = 450 ksi Escon E E = 160 ksi Bakelite EB = 800 ksi 3ft—th 4ft - 3ft- Prob. 6-139 (b) Determine the ma

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soolb Pvc B. and zin Hts Escon lt Bakelite soolb A l T RA3t - RB. 3in. 4st 3ft Epvc = 450ksi Ee - 160ksi EB = 8ooksi . calculEpvc = Escon 450. 160 Lin Transformed section will be. 135/16 in .. LIDOTT TART zin î lin : 3 B = 800 = 5. 160 15in. . ūs 135Shear force diagram a soo lb. (V) manimum shear force oo lb = 50016. - un homa) shear stress at Escon and pue(t) = VAY from I

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