The following figure is a plan for 5-story building. Service (allowable) load per column at the...

   

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The following figure is a plan for 5-story building. Service (allowable) load per column at the ground floor is shown in the figure. Also, geological section for the site shows that the soil properties at foundation depth are: Df=1.5 m, y = 18.0 kN/m², 9-15°, c-32 kN/m², no water table, Take factor of safety - 3 The following tasks are required: 1- Find the dimensions for all footing that will support the columns (assume square footings) use Tersaghi's general shear failure equation and Meyerhof's general bearing capacity equation. Show the results in suitable table. 2- Do you have any comments regarding the total areas of the isolated footings. 4m 2 4m ☐ 4 m 240 KN 500 KN 270 kN B 740 KN 1600 KN 750 KN 710 KN 1550 KN 720 KN Plan of the 5-story building U 4m 260 kN 480 kN 255 KN The following figure is a plan for 5-story building. Service (allowable) load per column at the ground floor is shown in the figure. Also, geological section for the site shows that the soil properties at foundation depth are: Df=1.5 m, y = 18.0 kN/m², 9-15°, c-32 kN/m², no water table, Take factor of safety - 3 The following tasks are required: 1- Find the dimensions for all footing that will support the columns (assume square footings) use Tersaghi's general shear failure equation and Meyerhof's general bearing capacity equation. Show the results in suitable table. 2- Do you have any comments regarding the total areas of the isolated footings. 4m 2 4m ☐ 4 m 240 KN 500 KN 270 kN B 740 KN 1600 KN 750 KN 710 KN 1550 KN 720 KN Plan of the 5-story building U 4m 260 kN 480 kN 255 KN