Building (Mid rise)
its 15-25 storey building. using c40 concrete. 1st floor column is 1000mmx1000mm = roughly 5400kN (550 tonne). whats your comment 😕
Replies
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Aashish JoshiCan you make the point of this post clear? Are you looking for someone to validate your design? -
vidyanatarajanIf the dia of steel is about 20mm ,then
area of steel(As)=314.159mm^2
area of concrete(Ac)= 999685.8mm^2
we know that stress =(load/eq.area)
hence stress =5.37N/(mm^2)
if you expect some thing else let your points be clear
You are reading an archived discussion.
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