Quote:
Originally Posted by javadog
Really? Geebus...
You implied that the distance between supports for the floor slabs was likely less than needed (ad thus obviating the need for post tensioned cables) because of the presence of interior partitions. That is only true if the interior partitions are load bearing.
I pointed out that most interior partitions were not load bearing.
You then said you could hide a column in them.
See if you can figure it out from there. It's too stupid for me to spend any more time on it.
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The conversation was whether the slabs were in fact post tensioned or conventional slabs. I commented that in my experience, post tensioned slabs were a solution when large uninterrupted floors are a goal.
A residential building has interior partitions that allow for concealment of columns. I never said the partitions would be load bearing.
Not sure why you felt the need to go from 0-******* so quickly but have a nice day.
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