M_U
Civil/Environmental
- Aug 11, 2024
- 5
I have a small opening which is at the face of the column. While calculating punching shear the software is not reducing the punching perimeter. The size of column is 24" x24". The slab is 8" thick. and the opening is 8"x8". I have attached the screenshots.
Does any have idea about this problem?
Does any have idea about this problem?