The document provides information to estimate immediate settlement of a 4x4 foot square shallow footing using the Timoshenko method. The footing is 2.5 feet below ground in low-plasticity clay with a cohesion of 300psf, moisture content between 20-25, and an overconsolidation ratio of 1.5. The soil unit weight is 105pcf and extends to 50 feet below ground where dense gravel is found. Near-surface groundwater exists within a foot of the surface. The footing load is estimated to be 20 kips.