New in PLAXIS 2D/3D Output Viewer 2023.2.1
Release: October 2023
The PLAXIS 2D/3D Output Viewer Version 2023.2.1 contains the following improvements and updates compared to PLAXIS Output Viewer 2023.1:
October 2023
October 2023
October 2023
October 2023
October 2023
October 2023
PLAXIS Monopile Designer
2023.2.1
October 2023
This section contains the updated list of unresolved/open issues in PLAXIS 2D's and PLAXIS 3D's latest releases:
This section contains a list of resolved issues in PLAXIS 2D and PLAXIS 3D. See subpages for all resolved known issues.
History PLAXIS 2D/3D 2023.2.1Released: October 2023
The following issues were resolved
I already have an existing hydraulic model, but it lacks GIS IDs for pipes and junctions. My goal is to link WaterGEMS with GIS in a way that, when I input a GIS layer, it corresponds with the layers in my model.
SYNCHRO provides a library of 3D equipment and components (such as trucks, cranes, hoists and scaffolding) that you may find useful to import to your 4D model
In the download, you will find a PDF inventory to help you find the right model for your project...
Read more.Hi Michal.
Did you find one?
BR.
Can I get LT1250 Crane 3D model please
Hi All,
Could someone please describe the process for importing profile annotation groups in Open Rail 2022 Release 3?
Regards
Md. Asaduzzaman

How about doing a video of the new feature to see what's new in action?
Sure Jeremie will share the video soon.
Thank you for asking.
I am using AASHTO LRFD and IDOT does not have conventional longitudinal reinforcing in their PPC IL-Beams, but IDOT does consider bonded prestressing strands as sufficient in resisting the temporary tensile forces in prestressed concrete before losses...
Read more.You can consider bonded prestressing strands as "Reinforcement" when determining allowable tension stresses in a precast concrete beam. To limit the beam top release tension stresses to 0.24*SQRT(f'ci), you can adjust the relevant parameters in the software...
Read more.Hi,
How can I remove duplicated resource assignment between two tasks?
Hi all,
Our market requires Curve Widening to be applied by widening the lanes towards the inside of curve. ORD has always applied widening towards the outside of curve.
Adding minuses to the curve widening values doesn't seem to change the calculated...
Read more.Hi Mark,
If you use a curve widening table and select the right point it should work, only you have to to this for both points.
Did some quick test here... not sure if this is what you are looking for.

Cheers,
Christiaan
GEOPAK,CivilDesigner
抱歉Geopak我没有安装,现在也不提供安装包了。
要不您截图我看看,看能不能看出来是哪个。
多谢老师,我用OpenRoads Designer搞定了
for shown attached snap Iam designing a walkway for a tank and I want to check torsion in the curved highlighted beam, Iam using direct analysis method, should I consider (Lx=2.405) design parameter for highlighted beam or no need to use Lx, Ly & Lz in...
Read more.how can I know the torsional load type applied to it, for example if I used grating loads and live loads as distributed should I go to case (4) distributed and ends are pinned? or it does not depend on type of applied load and depend on Mx on beam if...
Read more.The Case number depends on how the torsional load is applied on the member (distributed or concentrated). If this beam would be straight, then UDL would not cause any torsion if it is applied at the center of the beam. However, as this is a curved member...
Read more.There is not enough space to show the last row and column of the color.

thank you!
Made a simple 3D dgn in Microstation, saved as dxf (looks OK when opened by Microstation). When imported to Multiframe (dxf/dwg model option) is not correct...
Read more.