3.3m a) 4.8m If k-1 m, calculate the maximum pressure in the footing due to factored loads, kPa b) If k=0.8, calculate the critical ultimate shear force for one way shear, kN c) If k=0.8, calculate the critical design moment for bending parallel to longer side Problem 3: A rectangular footing has an eccentric column with k distance from centerline of footing. Column dimension is a 250mm square. The total axial dead load on the column is 650 kN and the total live load is 720 kN. Assume effective depth to be 400mm.

3.3m a) 4.8m If k-1 m, calculate the maximum pressure in the footing due to factored loads, kPa b) If k=0.8, calculate the critical ultimate shear force for one way shear, kN c) If k=0.8, calculate the critical design moment for bending parallel to longer side Problem 3: A rectangular footing has an eccentric column with k distance from centerline of footing. Column dimension is a 250mm square. The total axial dead load on the column is 650 kN and the total live load is 720 kN. Assume effective depth to be 400mm.

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter11: Load And Resistance Factor Design (lrfd)

Section: Chapter Questions

Problem 11.1P: A continuous foundation is required in a soil where c=10kN/m2, =26, and =19.0kN/m3. The depth of the...

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