The conception of project evaluation as well as the development of steel structures is the very up-to-date version in the civil engineering area. It is needed to model a steel structure but if it is also examined through its sculpting then there will not be any prospects of malfunction. The firmness constituent consists of two main elements laced and tied should, where feasible, have a radius of gyration about the axis perpendicular to the plane of lacing not less than the radius of gyration at right angles to that axis. The base plates are intended to withstand the axial load, horizontal shear, or external moments transmitted through the column and must be able to securely transfer the same to the groundwork. Pedestals are generally substantially overdesigned since the rise in materials is more than compensated by reduced project time and the value of the accumulated safety aspect. In this project work, general building data is adopted for the study and is well analyzed and designed. The project was undertaken at the Belagavi location. The assessment and planning were done corresponding to the standard design to the potential extend. The assessment of structure was done using the software package STAAD PRO.V8i. All the structural components were designed manually.