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This engineering report summarizes the design checks for the pad footing of a 2-bedroom apartment building. Key checks included: 1) Soil bearing capacity, which was found to be 0.998 times the allowable capacity and deemed acceptable. 2) Two-way shear capacity, which had a utilization ratio of 0.55 and was within acceptable limits. 3) One-way shear capacity for the x and z-axes, with utilization ratios of 0.31 and 0.43 respectively, both within acceptable limits. 4) Flexural moment capacities about th

Author

Em Mar

Language

EN