Any thoughts?
The tank will be place along the exterior wall of a townhouse for a more distributed loading. I figure that the 2000lbs or so will span across 3 beams. On paper it sounds like no reinforcements need to be done to the flooring but I would love to hear from the forums if this has been accomplished in real life.
Thanks
The tank will be place along the exterior wall of a townhouse for a more distributed loading. I figure that the 2000lbs or so will span across 3 beams. On paper it sounds like no reinforcements need to be done to the flooring but I would love to hear from the forums if this has been accomplished in real life.
Thanks