The design and analysis of mono column multi-storey structural system subjected to different wind intensities are
analysed using STAAD Pro V8i. Mono column provides maximum serviceability due to maximum space utilization. In this study
planning, structural analysis and design aspects of a G+8 mono column building using steel has been compared with similar
RCC building. Various steps involved in the designing of mono column structure are geometric modelling, providing material
properties and sectional properties, fixing supports and boundary conditions, providing loads & load combinations, special
commands, analysis, specification and design command. The acting loads considered in this analysis were self-weight, floor
load, wind load and earthquake load under the seismic zone II subjected to different wind intensities were compared.
Comparison of RCC mono column and steel mono column is done.
