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5. H I steel barstock is loaded in tension and Cross section in bending. Draw Mohrs circle at points 1 and 2 at the midspan

axial stress equals 0
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lb n. RA EC 6 砌60 13 493.18 x 6.TS xa..+1-0/ 尹.l RB I}g.3 (לא 60 11432- 42 19.322. 13-12. 3 36 3(3巨| 36 3x6 36 13 з 373万3TS 3 ウド)b c SS90«Η lb /inL Psi cqq8-3 r12.xt. 3 13UCS て 听.0 12- 12. 213 2795.32 2e 2e, 12 て-7735.328 C213 psi

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