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Dear Carlbauer, Your toughts are correct. I recently attended a concrete seminar two weeks ago and the speaker said the exact same thing that you are recomending, if you are going to have a construction joint it's better to have it near the point of no shear. This same recomendation holds true...

Hi, In the AISC specifications there is an aprox. method of W shape column design wich uses the moments applied to the column and converts them to an equivelant axial compression force using U and M factors. With the axial load you can search tables in the AISC for the column that will resist...

I would like to know, how is a concrete mansory wall designed?. I have asked this question to many engineers and no one has been able to answer me. Please include (if posible) design formulas, and specifications of minimum steel reinforcement, etc. Thank you.