Design Problems
Problem 11-10 A reinforced concrete column with square cross section and side equal to 300 mm is located such that one of its faces is aligned with the property line. The load on this column is 500 kN. An interior, square column supporting a load of 1000 kN (with sides equal to 400 mm) exists at a center-to-center distance of 5 m from the exterior column. Study the use of combined footings (both rectangular and trapezoidal) and strap footings in this case, given that the allowable soil unit load is in the 0.1–0.2 MPa range.
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