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11. Determine the principal stress and principal directions in the beam at point A. Draw the principal stress on a square element. 60 kN 50 mm 150 kN 150 mm 60 mm 0.5 m 0.25 m

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bea on la レー , ね! 0,06 Co.15) =0.009 nov 6.060.) Avec ㄗy: o·07[. о.os ed des tho transuTe Alo Lo 入ㄣ89 -6/.ll-o )二0,2R3 = _ 62.YMPa一 (c») c2et mr. Co.«qrebion 127 м ra- う89よ9M1~ R19

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