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This document summarizes the design of a footing, cantilever slab, and strip beam. The footing has a specified safe bearing capacity of 5 tons/sqft and calculated loads of 760 metric tons. The cantilever slab has a required bending moment of 99.48 kn-m and a provided depth of 750 mm with 20mm diameter bars at 150mm centers. The strip beam has a required bending moment of 588.96 kn-m, depth of 1000mm, and carries a load of 1117 kn/m from the cantilever slab. Shear checks for both the cantilever slab and stri

Author

Narayan W

Language

EN