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This document provides design calculations for a temporary foundation with a width and length of 750 mm and a depth below grade of 550 mm. It includes checks for bearing capacity, bending moments, reinforcement requirements, cracking, shear capacity, and stability against sliding, overturning, and uplift. The foundation is found to be adequate for its applied vertical and horizontal loads based on the specified material strengths and design codes.

Author

rajiuae

Language

EN