The column load for an offi ce building consists of a de
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The column load for an offi ce building consists of a dead load of 200 kN and a live load of 250 kN. The soil at the sit
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The column load for an offi ce building consists of a dead load of 200 kN and a live load of 250 kN. The soil at the site for the offi ce building is a fairly homogeneous clay. Soil samples at a depth of 2 m gave the following average results. Triaxial tests: isotropic consolidated CU tests on saturated samples, (su)f 5 36 kPa, confining stress 5 144 kPa, and average water content of 40%; one-dimensional consolidation tests: Cc 5 0.16, C r 5 0.04, and OCR 5 9. The minimum embedment depth of the footing is 1 m. Groundwater level is at the surface. Check the suitability of a 3.0-m-square footing using the conventional ASD method with FS 5 3. Compare the results of the conventional method with CSM using FS 5 1.25. Assume nr 5 0.35. The tolerable
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