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column longitidual reinforcement

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sonyablade2010
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column longitidual reinforcement

Dear All,

 

I find it difficult to assign the longitidual reinforcement of column in drawing, what is the normal procedure to accomplish that accurately. Although I've read the manual and getting started booklets I'm still not be able to succesfully create the reinforcement especially in the columns. 

 

For example if I have the column formwork drawing as cross section and longitidual, from where am I supposed to start from reinf. elevation or from point reinforcemet?  Either way I want to specify the dowell length of column as function of of its diameter is that achievable ?

 

Your comments will be apprecaited.

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