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Question 3 (70) Design an isolated rectangular footing of dimension 4m x 5m. The gross pressure acting at the base of the foo

Please assist with Geotechnical engineering

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As own CNC NOTE: amera end om Hence raus 8 Now per Skempton que elbibelle not pressur C - Cohesion Mo for o las footing [14 0lorslit Dw 13 DA 713 By using IS Code method Va(net) = 0.88 NS Cw . settlement in mm In kW/m2 soil SPT Done on Depth of 1.5 t

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