engineer_123
Structural
- May 23, 2024
- 6
As the experts on here may know, shipping containers are originally designed for the four (4) corner post to carry the majority of the loads, which is why they are stacked parallel to each other. As far as I understand, the bottom, top, side rails are fairly weak; and are even more weak when the corrugated walls are cut out. I need opinions on the best way to structurally modify the first floor of the shipping container to accommodate the second floor? Containers being used are 8'Wx19.87'Lx9.5'H, perpendicular, ~3' overhang. The middle-corrugated walls will be cut-out, a metal stairway with one (1) landing will connect the upper and lower floors. All the members in my model are completely failing, given the loads, mostly the 150 mph winds. It seems that the entire bottom floor will require headers/bracing etc. First floor will be slab-on-grade.