Beam and Column Design of A Six Storied Residential Building

Abstract

In this study, we have designed six storied residential buildings considering Beam and column design. This building is designed based on gravity load and lateral loads effect. The weight of a building's floors, ceilings and roofs and to move the load to the framework of a vertical load bearing element for beams support. In order to withstand the combined weight of stacked walls and transfer the support load, often larger and heavier beams called transfer beams are used. Column is a vertical structural member that carries loads mainly in compression. It might transfer loads from a ceiling, floor slab, roof slab, or from a beam, to a floor or foundations. Commonly, columns also carry bending moments about one or both of the cross-section axes. Follow the rules UBC1994, BNBC1993, ACI-318 code proposed places in Dhaka, Bangladesh. Data & Figure are presented wherever felt necessary in reader friendly way. It requires the application work to carry out the analysis and design of components of structure. The deflection is due to the wind being exact 0.35 inches in the X direction and 1.22 inches in the Y direction. Earthquake load check (tensional Irregularity) X direction deflection max = 0.761938inch, deflection min = 0.746922 inch and average 0.77inch.Y direction deflection max = 0.824976 inch, deflection min = 0.741517 inch and average 0.78 inch.