Maximum and minimum stress intensities in the section

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Reference no: EM1384506

A hollow rectangular masonry pier 600mm*900mm and 150mm thick transmits a vertical load of 500kn in a vertical plane bisecting the 900mm side and at an eccentricity of 100mm from the geometrical axes of the section. Determine the maximum and minimum stress intensities in the section.

Reference no: EM1384506

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