Structural Coordination

[zakazai]

Hi Revit experts, I have a question. I asked many people, but still not answered. I have a 26 storied residential building on design development stage. each floor there are identical flats, example, 10 double bedroom flat, and few single bedroom flats, etc. I want to make all flats as separate Revit files to link to the other project file to make a project file of a single floor, again this single floor I will link to the main project so that I can copy to multi-levels, thus if I have any changes in any type of the flat. then I don't need to work on each flat or each floor. any time changes can expect from architects or structural engineers. (is this method the right one, or do u have other suggestion)

the problem is coordination of beams. do anyone have experience with structural beam coordination? if the beam depth is changed, my wall is not getting changed its attachment to the bottom of beams.

I may need to take sections at any point, I don't want to go each section and adjust my wall to the bottom of beam each time when structural beam depth changes.

another issue is with stair, should I use structural model stair or not? BCS structural stair has good details.

please advise, the best practice of professional Revit coordination in such a design stage.

[Luiscko]

Like you tell us is the better way to improve your time using master links in a central file, for the cuestion for the Walls and the beams, the first option is attach with  the beam usign the align tool and block the  padlock , the another way is usign Dynamo and create a script that you can automatizate the process.