anthony.doyle
2009-04-08, 10:48 PM
Can anyone help??
I am trying to do material takeoffs for combined areas of conc beams, floors, columns and walls. We are trying to achieve a total concrete area for a project (surface areas for floors and beams)
This works well as a multi category takeoff, however with framing members (conc beams) the areas given are for all 6 sides of the beam, not just the top surface area.
Now I can add a calculated value in to achieve this, but all the other elements area values disappear (See attachement). Is there a way I can achieve this or is it just not possible?
What range of formula staements can we have in the calculated values???
Can anyone help?
I am trying to do material takeoffs for combined areas of conc beams, floors, columns and walls. We are trying to achieve a total concrete area for a project (surface areas for floors and beams)
This works well as a multi category takeoff, however with framing members (conc beams) the areas given are for all 6 sides of the beam, not just the top surface area.
Now I can add a calculated value in to achieve this, but all the other elements area values disappear (See attachement). Is there a way I can achieve this or is it just not possible?
What range of formula staements can we have in the calculated values???
Can anyone help?