## Answers

Tc so N.m P 4 kN F0.5 kN, DE 15mm A Derect stress 3 4xo.510 4F Mfa ( 2 JCD Sio-0)x2x,0l 2.83 MPa . Force F broduce d Moment, My FxL poznt c ies S-axis so bening stress at OMPa Shear stress due to Torsion 16T J 16x30 JT xC0.01)06 MPa X. 2 45.27 Mea Stress element at c SE45.27 MPa 2.83 Mfa C2) brdncipal stresses -C)2 O,2 2.83 .83 + 2 46.707 MPa G - 43.38 MPa

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