Loads from revit to robot

[samih__ayad]

I made hollow block slab in revit as beams then made the beam system then put topping slab 5cm then i defined hosted area loads but when i linked this file to robot and made run analysis the moment seems to be very low please help me with this issue

[Eng.LuayTareq]

HI  @samih__ayad  ,, CAN U SEND THE REVIT FILE .

[samih__ayad]

Hello Sir ,

I have deleted it because i have noticed that it is related to releases issue and i have made all main beams-columns and main beams-secondary beams fixed to each other like a frame so i will draw a new model much simpler and i will be glad if you can check it for me .

Thanks in advance

[Eng.LuayTareq]

YEAH SURE , I WILL BE GLAD TO HELP YOU @samih__ayad

[ThorBjoernHaugland]

Hei Samih

The correct way to draw hollowcore slaps in robot is to draw a slap. see picture.

You will be wasting you time drawing beams in revit.

A good advice when drawing a model in revit for sending it to robot analysis.

Is to always think how does it work I robot before drawing it in revit.

If you want to show hollowcore slap in revit, then draw them like beams but turn of "analytic model" you only use the 5cm topping in robot where you have to give the topping the parameters to be the hollowcore slaps.

Also many things in the "revit- robot transfer" dont work as planed jet example offsets, you will also have to redo offsets in robot.

So you will have to do some work inside robot.

[samih__ayad]

I ment hollow block slab ( hourdi slab ) that is cast insitu not hollow core slab that is precasted

[ThorBjoernHaugland]

Sorry I thought you just called it blocks in your local region 🙂

We do not use those blocks in Norway so I won`t know anything about them.