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Determine elastic positive bending-moment capacities around the horizontal axes for beam having the cross section shown in the figure (Dimensions are in mm and

 

Determine elastic positive bending-moment capacities around the horizontal axes for beam having the cross section shown in the figure (Dimensions are in mm and diameter of the circle is 60 mm). The maximum elastic stress in tension is 100 MPa and, in compression, 150 MPa. Note that positive bending causes compression on the top and tension on the bottom. 80 09 40 20

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