Revit Structure 2008 Model

[acantos_arup_uk]

Hi to all,

I have completed my first ever project in RS2008 however I am wondering if do I need to apply join geometry to all structures like columns and slabs...

I modelled my column from floor to floor without droping the top as of that thickness of slab. Am I right to this method or do I need to model my column from floor slab to the next floor bottom level of slab? I hope you get what I mean.

Does the same procedure applies for the walls?

Please I need your advice. Thanks in advance.

Cheers!

Allan Cantos

[npaoinc]

If you plan to take your model to the analysis program, such as RAM. I think the way you did is correct. However, there will be some problems.

1. Your column line work will not be correct on the very top floor plan and floors that you change your columns' size.

2. If you are working with concrete, you have to join geometry every time you cut the section. (I think they solve this problem in RS2009.

I haven't got a chance to work with wall, but it should be the same way.