Question: I section subjected bending about strong axis.Bending moment 9 0 kNm shear stresses 6 0 MPa at bottom of web , 7 5 MPa at

I section subjected bending about strong axis.Bending moment 90 kNm shear stresses 60MPa at bottom of web ,75MPa at neutral axis,0 bottom edge bottom flange Normal stress bottom of web?

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