Compute ultimate design load the footing in concentric load

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Problem 1: A 4' wide continuous, 2' deep spread footing is positioned 10' behind the top of a 40' tall, 20o descending slope. The soil has the following properties: γ = 100pcf, ? = 30o, cu = 2ks f.

The groundwater table is at a great depth. Compute the ultimate design load the footing in concentric load per unit length of wall. Comment on the design. What design method would be the most appropriate?

Reference no: EM13868999

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