ARE Winter 2010 Additional info

9:31 AM

For those who attended the AIA seminar Serena Chen and I presented on 11/29/10 & 12/05/10, Here are some additional links that may provide additional insight.

SLUMP TEST Ratio

Some additional links to assist in study for ARE Structures

Seismic Design ..................... UBC 94 component of this link is obsolete

Retaining Walls

review material

Note : for exam purposes only, if excluding admixtures, we can approximate a relationship between slump and concrete strength .

2" slump approximates at 5000psi concrete mix or higher

4" equals a 4000psi mix

6" slump equals a 3000psi mix ( sidewalk mix)

In reality, the relationships are more complex.

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