Ahmmed123
Structural
- Apr 19, 2012
- 17
I did an analysis of an extrem event of theater drum set. I end up with force of 45.75 Kips going to a concrete floor. this force have been transfered from 2X3X1/2 in steel column. I was calculating the crack in the concrete based on both bending and bearing. for bending 7.5(4000)^(1/2) * 3*4. where 3 is the column width and the 4 is the concrete thickness. what is the best way to reduce the force on the concrete? I was thinking of concrete steel bearing plate girder to spread the force??
Thank you
Thank you