A short C.I. column has a rectangular section $16\text{ cm} \times 20…

Previous year question for STRUCTURAL ANALYSIS-II.

Question

A short C.I. column has a rectangular section $16\text{ cm} \times 20\text{ cm}$ with a circular hole of $8\text{ cm}$ diameter as shown in Figure 3. It carries an eccentric load of $10\text{ tonnes}$, located as shown in the figure. Determine the values of the stresses at the four corners of the section.

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