Project 1 - MODELLING, ANALYSIS & DESIGN OF TALL BUILDINGS IN ETABS
For the below highlighted column manual axial load is calculated
| Area(m^2) | self wt of slab | LL | load on column |
| 19.75 | 3.75 | 2 | 1036.875 |
| Self wt of column | 131.25 | ||
| Total load on column | 1168.125 |