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Al-Zaytoonah University of Jordan \begin{tabular}{c|c} \hline Exam Question Form - Teaching Follow-up procedures/ Faculty of Engineering and Technology & QF09/2611-3.0E \end{tabular} Third Question: Design a square column footing for a \( 450-\mathrm{mm} \) square tied interior column that supports loads of dead load \( =750 \mathrm{kN} \) and Live load \( =1000 \mathrm{kN} \). The bottom of the footing is \( 1.7 \mathrm{~m} \) below final grade, the concrete weight is \( 24 \mathrm{kN} / \mathrm{m}^{3} \) and the soil (fill) has a unit weight of \( 16 \mathrm{kN} / \mathrm{m}^{3} \). The allowable soil pressure \( \left(q_{a}\right) \) is \( 210 \mathrm{kN} / \mathrm{m}^{2} \). The concrete strength is \( 28 \mathrm{MPa} \) and the steel is Grade 60 If \( \rho<\rho_{\min } \) use \( \rho=0.003 \)

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