![COLUMN LOAD TAKE DOWN & DESIGN FOR SYMMETRICALLY REINFORCED RECT. COLUMNS BENT ABOUT TWO AXES TO BS 8110:2005 1 COLUMN LOAD TAKE DOWN DESIGN FOR SYMMETRICALLY REINFORCED RECT. COLUMNS BENT ABOUT TWO AXES TO BS 8110.2005](https://excel.civilmdc.com/wp-content/uploads/2021/11/COLUMN-LOAD-TAKE-DOWN-DESIGN-FOR-SYMMETRICALLY-REINFORCED-RECT.-COLUMNS-BENT-ABOUT-TWO-AXES-TO-BS-8110.2005.png)
An engineer needs to carry this calculation out for every column and every floor, summing the results at the end to arrive at a cumulative load for a given column at the foundation.
An engineer needs to carry this calculation out for every column and every floor, summing the results at the end to arrive at a cumulative load for a given column at the foundation.