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Concrete Design

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KCEngineer

Structural
Nov 2, 2007
5
US
Trying to decide when I can drop the minimum steel requirement in design. For instance, vertical piers for a house. Minimum steel puts the design way over...
 
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My rule is normally if it wont collapse when the reo fails then it is okay to use less than minimum reo.

 
I'm in a high seismic area, and generally put in the mininum steel regardless.

Here, technically even 1'-6" square spread footings require bending reinforcing steel. I admit that with shear controlling the design, and with not enough development length to develop the tension in the steel, it is ridiculous, but I do it anyway in most cases. In small strip footings, to get the horizontal steel, I will just put a 4" to 6" bend on the wall dowels and alternate the bends in the strip footing. Works for me.

Mike McCann
McCann Engineering
 
Have you considered looking at it as "plain" concrete?
Residential designs generally can be designed per the plain concrete section of ACI318.
 
As RBH says you can design as plain concrete. But have you considered all possible loads including accidental and construction loads? Personally I would use minimum reinf and sleep well.
 
you can use half of minimum if it's sized for architectural purposes, i believe.
 
Are you going to live in it? It is Cheep insurance, Go with engineering. Whats a few hundred more dollars, compared to the total investment of the house?
 
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