Eng-Tips is the largest forum for Engineering Professionals on the Internet.

Members share and learn making Eng-Tips Forums the best source of engineering information on the Internet!

  • Congratulations JStephen on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Minimum Reinforcement in footings

Status
Not open for further replies.

amendale

Structural
Joined
May 25, 2011
Messages
52
Location
CA
If I have a footing with top and bottom reinforcement, does the 0.002Ag minimum ratio apply to both top and bottom independently, or is it combined? In other words, which is correct:

0.002Ag < As + A's
OR
0.002Ag < As and 0.002Ag < A's

 
You'll get different opinions on this forum as to the correct steel requirements for footings.

My interpretation is:

ACI 10.5.4 says that As,min needs to be the same as required by 7.12.2.1. As,min refers to the minimum flexural reinforcement. Therefore, you would need your flexural reinforcement to meet the requirements of 7.12.2.1. (Note most steel is Gr 60, therefore the requirement is 0.0018)

Other people will also say that unless you provide 1/3 more steel than required you need to additionally meet the requirements of 10.5.1. I don't typically do this for foundations, as it's my opinion that 10.5.4 does not require it.
 
This subject has been beaten to death in earlier posts on this forum. Do a search.
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor

Back
Top