Gus14
Civil/Environmental
- Mar 21, 2020
- 186
I resorted to using the elevator wall to support the floor beams. Floor beams frame into the corners of the wall on each floor. The wall will end on the ground floor, then 4 corner columns will come up and continue till the 2nd-floor roof. The accumulated dead+live floor loads are written on each side.
For the wall footing design, should I consider the load center at the center of the wall or should I model the loads as 4 columns and ignore the wall?
For the wall footing design, should I consider the load center at the center of the wall or should I model the loads as 4 columns and ignore the wall?