|Wed Sep 28, 2016||Total posts : 1
|Join date: Sep 2016|| Topic: hi im arun,right now im constructing building with 1000 sq ft,i given contract t
hi im arun,right now im constructing building with 1000 sq ft,i given contract to the engineer,they are using 12 inches rod for beams,is that strong for the building,im planning to builidng g 2 in future is 12 inches is strong for this,Please reply me asap.
|Fri Sep 30, 2016||Post #1|
Join date: Sep 2016
| Post subject: Effective Area of Steel determines the strength ...|
Did you share your future requirements with your Structural Engineer. If you have done that, then he might have designed the building based on such loading.
The dia of steel bar should not be a concern. Usually the tensile strength is determined by the area of steel used. So technically, using 4 bars of 16 mm dia (Area-803 mm2) and 7 bars of 12 mm dia (area-792 mm2)are almost the same.
Your Engineer will be the best person who can let you know to what loads he has designed the building for.
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