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Problem #2 [50 Points, 10 each) A structure has the stresses on its most critical point (a) as shown. If the yield strength f
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=500 m pa Bany=300mpa -> ag oy - 30ompa. step: mark the points to draw nohr circle plane ABTP (-500, 500) 500 is compressive

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0 A tuy Imas S00 400 (-500,300), *300 Imay 00 -100 opi 2012 20g P₂ -doo - 1500 - 400 - 200 wo © 300 400 500 2821 T-100 -200 1

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principle stress element ор де, 21, Те, er = 14°; 9 - 19+ 40 -104” = 4 oo mes, ce = -4oo mes - 3 ) Троро Maximum shear elem

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