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  • Hevacomp to OpenBuildings - Support until 2024

    To aid users with the transition from Hevacomp to OpenBuildings, product management have extended the criteria outlined in the transition FAQ (attached to this announcement) until January 2024. Specifically, this includes: Entitlement to use Hevacomp…

  • STORMCAD

    I'm trying to model a connection of pipes that has a Ductile Iron Pipe 12'' diameter (20M LENGTH) connected to a Increaser to connect a 20'' diameter pipe(4.97 M LENGTH) that is conected to a reducer for a connection of a 16'' diameter pipe. How can i…

  • How do a transition’s Offset Options and Rise/Run property values work?

    Product(s): OpenBuildings Designer Version(s): CONNECT Edition Area: Plumbing Design Subarea: Properties Problem When placing a transition, I can’t figure out how the Offset Options and Rise/Run values work…

  • Approach Civil Cell/3d Linear Template

    I'm using Power Geopak V8i SS10. Very new user. I am attempting to model depressed approaches into my design and need some help. I've attached screenshots to aid. I attempted to create a civil cell of the approach (a simple approach at that) and I…

  • ORD 2020 Release 2 : Transition Corridor

    Bonjour Je suis en train d'essayer les transition de corridor j'ai coupé un corridor simple : J'ai édité le profil type du deuxième tronçon et j'ai changé la longueur du haut de la digue, je suis passé de 2 m à 5 m Je créé une transition : elle…

  • Hevacomp Transition to OpenBuildings - FAQ

    With the Hevacomp brand being synonymous with building design for decades, we are excited to announce the transition of its capabilities to OpenBuildings Designer. Integrating the building services calculations from Hevacomp into the multidiscipline…
    • FAQ_Hevacomp_to_OpenBuildings_Designer_LTR_EN_LR.pdf
    • View

  • Hevacomp Transition to OpenBuildings

    With the Hevacomp brand being synonymous with building design for decades, we are excited to announce the transition of its capabilities to OpenBuildings Designer. Integrating the building services calculations from Hevacomp into the multidiscipline…
    • FAQ_Hevacomp_to_OpenBuildings_Designer_LTR_EN_LR.pdf
    • View

  • Diversion link not being "designed" / ignored by the GVF-Convex / GVF-Rational Solver

    Product(s): SewerGEMS, SewerCAD, StormCAD Version(s): 10.XX.XX.XX, 08.11.XX.XX Area: Modeling Problem Diversion link not being "designed" / ignored by the GVF-Convex / GVF-Rational solver in SewerGEMS / SewerCAD / StormCAD…

  • Use MicroStation V8i and CONNECT Edition Together on the Same Project!

    As a MicroStation V8i user, aspiring to upgrade to the CONNECT Edition, you might find yourself stuck in the middle of projects consuming MicroStation V8i and might not be comfortable upgrading to the CONNECT Edition midway through the project. But, at…

  • OpenRoads Designer Vertical Transition

    Product(s): OpenRoads Designer Version(s): 10.05.00.30 Area: Geometry Question: How can I introduce a transition length in Vertical curve? Answer: From the OpenRoads Modeling Workflow, select Geometry tab, Vertical…

  • [ORD U4] End condition - transition mesh not generating correctly

    Hi, I come across a problem with transition between EC solutions. For some reason the transition mesh is not created correctly even though the 3D linear elements are continuous (I achieved it by assigning feature name override). It looks like mesh transition…

  • Varying Fill Slope

    Hi Still using Bentley Rail S2 and trying to set up a template that allows the end condition slope to vary. Please see attached pic (red dashed line). Appreciate any advice and get-around methods to model this varying end condition slope (apart from…

  • Delete a component from a template transition?

    I'm using SS2 and Inroads 8.11.07.615. I'm working on fixing some discrepancies in my road surface. I've deleted some unwanted subgrade components from the templates, but pieces of the unwanted components show up in the transition. After examining the…

  • 13. How to connect two different shell radius (ex. dia #1 =4000 mm, dia #2 = 4220 mm) that have a 50 mm gap between them in AutoPIPE Vessel?

    Applies To Product(s): AutoPIPE Vessel Version(s): ALL Area: Modeling Date Logged & Current Version March 2018 40.06.00.07 Problem: How to transition between 2 different shell sizes? Can a Jacket Closure be…

  • CONNECT Edition - Adding a new transition in your catalog and edit the Rise and Run value

    Product(s): AECOsim Building Designer Version(s): 10.02.00.35 Environment: N\A Area: Plumbing Design Subarea: Transition Background I would like to place eccentric reducers while…

  • RE: Channel catchment assignment

    Keyan, A channel can be provided different elevations or slope along the length through the use of transitions and/or cross sections . The linked to wiki article also explains the difference between the two elements and when it's best to use one over…

  • Superelevation Transition

    I am working in Geopak SS4. Is it possible to adjust the percent of superelevation within the curve without having to manually change the station ranges of the begin, end stations for the superelevation. It appears the program is setting 15% of the superelevation…

  • Incomplete transition

    Hi, I've been trying to do a transition between to templates, but is seems that it does not work. Are there any limitations or requirements when you do a transition? The length for the transition I am trying to model is 7.5m. If I use a longer one…

  • Video: OpenRoads ConceptStation - How to create transition from 4 Lane to 2 Lane

    Product(s): OpenRoads ConceptStation Version(s): 10.00.03.15+ Area: ConceptStation This video demonstrates how to create a transition from a 4 Lane roadway to a 2 Lane roadway using OpenRoads ConceptStation. Additional information…

  • [OpenRoads] End Condition Exceptions: Transition type

    Hi, I would like ask for help with understanding transition functionality available under End Condition Exceptions. I have two end conditions that differ significantly: embankment and embankment with benching. I’m trying to introduce a transition over…

  • Pressure Junction vs Transition vs Manhole

    Product(s): SewerGEMS, SewerCAD, StormCAD, CivilStorm Version(s): CONNECT Edition, V8i Environment: N\A Area: Modeling Problem What are the differences between the pressure junction, transition and manhole…

  • Cross section vs Transition for modeling slope or size change

    Applies To Product(s): SewerGEMS, StormCAD, Civilstorm Version(s): CONNECT Edition, V8i Area: Modeling Original Author: Jesse Dringoli, Bentley Technical Support Group Problem What should I…

  • RE: StormCAD-pipes

    Hi Nigel, From element point of view, you have little more options to enter in a manhole Vs a transition. From the hydraulics point both will calculate the headloss. Now, cross-section is a different element generally it represents the geometry of a…

  • RE: Looking for Any Demonstration Videos Showing How to Transitions Between Different Templates in Open Roads

    The Template Transition process can be seen in this video. OpenRoads Corridor Modelling - Templates and Transition

  • Transition Between Compound Curves

    Hi, I am using MX Road V8i, SS2. I had problem when I am doing Horizontal alignment Design using Menu - Design/Alignment. I was trying to apply transition between Compound Curves (R1=1000,L1=172.972; R2=500,L2=80.947). Its Like CURVE1-START TRANSITION…
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