Footing Designed with Vs (Shear) Considered?
Footing Designed with Vs (Shear) Considered?
(OP)
What happens to a footing designed with Vs Considered (on either or both Beam or Punching Shear)?
If the Vs provided from steel shear when added up to Vc satisfies the require shear?
If the Vs provided from steel shear when added up to Vc satisfies the require shear?
Very Truly Yours,
- andru18






RE: Footing Designed with Vs (Shear) Considered?
The greatest trick that bond stress ever pulled was convincing the world it didn't exist.
RE: Footing Designed with Vs (Shear) Considered?
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RE: Footing Designed with Vs (Shear) Considered?
If you are specing higher than typical concrete strength I would make sure a test is done - I'm not sure about your area but concrete suppliers sending out understrengthed batches is always a concern where I am
RE: Footing Designed with Vs (Shear) Considered?
Actually because of lack of funds, and proportioning of the sizes to satisfy stability and concrete shear capacity.
Can I follow ACI 11.2.2.2?
Very Truly Yours,
- andru18
RE: Footing Designed with Vs (Shear) Considered?
The greatest trick that bond stress ever pulled was convincing the world it didn't exist.
RE: Footing Designed with Vs (Shear) Considered?
Check out Eng-Tips Forum's Policies here:
FAQ731-376: Eng-Tips.com Forum Policies
RE: Footing Designed with Vs (Shear) Considered?
Very Truly Yours,
- andru18
RE: Footing Designed with Vs (Shear) Considered?
The greatest trick that bond stress ever pulled was convincing the world it didn't exist.