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The document summarizes calculations to check the sliding and overturning resistance of a foundation subjected to pull loads. It calculates the sliding resistance due to shear friction against the soil (225.74 kN) and passive soil resistance behind the foundation (217.12 kN), giving a total sliding resistance of 442.86 kN. It also calculates the overturning resistance due to the foundation weight (3,738.70 kNm) and applied overturning moment (1,672.61 kNm), giving a safety factor of 2.24 against overturning

Author

panjol Civil

Language

EN