Ordinary round coordinates addin

[Konrad.O]

WIP

A copy of the archived Ordinary round coordinates addin topic:

http://forums.autodesk.com/t5/Autodesk-Robot-Structural/Error-message-API/m-p/3878461/highlight/true... 

[HoshangMustafa]

Hi

Please find the attached file. What is the eroor and how it is solved? I tried The Edit-Correct command, but it didn't solve the error.

http://we.tl/mWtimotwdF

[Rafal.Gaweda]

Diaphragms can be assigned to flat horizontal panels. None of 1264to1266 panels is horizontal

[Rafal.Gaweda]

[HoshangMustafa]

Hi

Thanx Rafal. How can I get this table? It looks ok in the polyline contour dialog. I appreciate if you could help this.

[Rafal.Gaweda]

http://forums.autodesk.com/t5/Autodesk-Robot-Structural/Rounding-up-coordinates-API/td-p/3430533/hig... - first attachment in message 33 - (addin for robot)

[HoshangMustafa]

Hi Rafal

Thanx. I appreciate your solutions. Please find the attached files. I changed the walls to panels to reduce calculations and used RoundUpDown_2.exe and ran the calculations but there is still the error. Is there a way to split the walls into two parts according to your suggestions?

http://we.tl/mWtimotwdF

[Rafal.Gaweda]

Round Up or Down will not help you because some coordinates of the same panel points are above 1.45 , some below. Use ordinary "round" - addin (attached) This will correct (set correct tolerance before rounding)  1264 1265  but  1266  is not horizontal so it must be calcaulated with Shell calculation model.

BTW why not to use Shell for all of them?

[HoshangMustafa]

Hi Rafal

Please find the attached file. Is it ok?

1- soil pressure

2- water pressure

3- modelling of walss, floors, foundations

every thing.

http://we.tl/8SNq2nSEMA

[HoshangMustafa]

Hi

Please find the attached file. Is it ok?

1- soil pressure

2- water pressure

3- modelling of walss, floors, foundations

every thing.

If the soil had a swelling pressure of about 35kn/m2, how this can be applied?

http://we.tl/8SNq2nSEMA

[Rafal.Gaweda]

Check this thread
http://forums.autodesk.com/t5/Autodesk-Robot-Structural/issue-encountered/td-p/3896445

[Rafal.Gaweda]

If the soil had a swelling pressure of about 35kn/m2, how this can be applied?

I do not undestand.

New case? Add this load to walls?