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A bar of varying square cross-section is loaded symmetrically as shown in the figure. Loads shown are placed on one of the axes of

A bar of varying square cross-section is loaded symmetrically as shown in the figure. Loads shown are placed on one of the axes of symmetry of cross-section. Ignoring self weight, the maximum tensile stress in N/mm anywhere is a. 16.0 100 EN 100 mm. 50 me 100 KN b. 20.0 c. 25.0 CE 2003 d. 30.0

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