Abstract:
In this study, we designed a six storied residential building considering later force.
And we made column comparison between two seismic zones in Bangladesh. The
basic methodology adopted here is the sequential presentation of analysis &design all
force of six storied building for earthquake and wind effect by UBC1994, BNBC,
ACI, and code 318R-05 code proposed places in Bangladesh. For this purpose
Mymensingh (zone -3) and Khulna (zone-1) have been selected. Data & Figure are
presented wherever felt necessary in reader friendly way. Analysis and design has
been performed with ETABS. An upper structure has been designed for a six storied
building in Mymensingh (zone-3). After the analysis, we compared the Column Rebar
Percentages and Base Shear with a building in Khulna (zone-1) which also resembles
identical structure. The result from the comparison shows us that, the Mymensingh
(zone-3) needs more 7.40% Column Rebar Percentage and 10.42% Base Shear than
the Khulna (zone-1). Mainly it is because of later force variation.
