alpha123abc
Civil/Environmental
- Mar 26, 2016
- 1
I have to design a footing in an existing building for a new steel column which is located right next to an existing exterior CMU wall footing. In other words, the column would be sitting on the edge of the footing. I would appreciate tips on how to go about it (Shear considerations, etc.) ACI Code. I am only considering gravity loads as it is a low seismic area.