A steel e 200 gpa yield strength 250 mpa with

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Reference no: EM13643991

A steel (E = 200 GPa, yield strength = 250 MPa) with cross-sectional thickness 100 mm and height 200 mm is subjected to a bending moment. What is the maximum bending moment that can be applied without permanently deforming the beam?

Reference no: EM13643991

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