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.
