When examining a building's framework, it is customary to assume that the columns at the basement level are immovable. But that's not how it works out in the actual world. Soil examination of a building's structure may not guarantee a hundred percent fixity. Superstructure shear force and bending moment are affected by foundation settlement and rotation. The term "Soil Structure Interaction" describes this impact. This paper investigates the differences in behaviour between a bare frame and an in-filled frame that sits on top of soil. Soft, medium-stiff, and hard soils are all taken into account here. Brick masonry is also exclusive to the in-filled panel. A number of case frameworks are investigated. The specific instances are as follows: 1] Soil testing on a skeleton.2] Soil analysis of a partially filled frame. Keywords: Soil Structure Interaction, In-Filled Frame, Bare Frame.

When examining a building's framework, it is customary to assume that the columns at the basement level are immovable.