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a 25 ksi a. Draw Mohrs circle for this state of stress b. Determine the normal and shear stresses acting on the indicated cu
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solution Ary=25ksi E n loksi = txy /.600 Hp 82=0 So. Center of mohr circle (7,0) = (0279 ,0) = ( 0+25,0) = (12:500) ksi RadiSince, 20 = –2x60 = -120° so B = 12e-05 120°– 38.66*= 81.34 b) Normal stress on indicated plane Das One EJ- R.Comm= 19.5 – 1thank you..... please give feedback

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