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  • Display Stationing in 3D View

    Is there a way to view stationing from my alignment in the 3D view? When I'm checking out my pipes or driveways in the 3D view I'd like to be able to see what station I'm at. There are other "fixes" I've found that you can do to see the stationing in…
  • Batch processing of multiple files with different contents

    Is there Bentley or other batch processing software that automatically inserts iso drawings into separate numbers in file order. For example, there are currently 120 files, and an independent number (0001~0120) needs to be added to each dgn file …
  • RCDC SLENDERNESS CALN AS PER ACI-318 QUERY

    Hi sir/ madam, i am designing the RCC pedestal/column with pinned condition steel column over it. Now the problem is while doing RC Pedestal slenderness ratio check (ACI CODE) by default it considers end condition as braced (Non sway). I want help to…
  • RAM Connections Library For BRB Lateral Braces

    Hello everyone, I am doing a theatre for my capstone project. My project uses BRB’s, but when I am trying to design these connections I can’t find them in the libraries. Does anyone know how to design BRB connections in RAM Connections?
  • Dummy Plate or Beams / PLAXIS 3D

    Hello, Is it possible to create dummy plates or beams for load transfer, just like Autodesk robot, if yes, what are the parameters that shall be used for plates or beams. The purpose is to find a workaround to transfer the load without changing the…
  • Load Combination in Vertical Vessel Foundation

    While working on load combinations in Vertical Vessel foundation, extra load combinations are generated automatically whenever we re-open the file. Because of that Errors are showing like Soil Bearing Value (SBF) not to be zero. In Service load…
  • WATER GEMS UNIT DEMAND AND PEAK FACTOR

    Typically in a residential subdivision in Alabama we have been using a unit demand (per residential home) of 350 gpd (.24 gpm). I was always taught to use a peak factor between 2-3 so 2.5*.24 gpm=.60 gpm per residential home. Is this overly conservative…
  • *Error No member in range in wind load.

    Good day, can I ask how to fix this error "no member in range in wind load"? It's been a couple of hours and I still don't know how to fix this error. Thank you.
  • Video Mismatch / Missing in "Staad.Pro" category in education.bentley.com/

    I found some video mismatch in Bentley Education Staad.pro Category. Please check and update. And let me know after completion of update. Link: education.bentle y.com/LearningPaths/guided-learningpaths-215609 Path: 1. education.bentley.com/ 2. Scroll…
  • Video Mismatch / Missing in "Staad.Pro" category in education.bentley.com/

    I found some video mismatch in Bentley Education Staad.pro Category. Please check and update. And let me know after completion of update. Link: education.bentle y.com/LearningPaths/guided-learningpaths-215609 Path: 1. education.bentley.com/ 2. Scroll…
  • PartL2021

    Hi I have installed PartL2021 by following the online guidance and I tried to run different projects. However, I got zero for TER CO2 and got the foundation area wrong as well. it would be great if you can tell the possible reasons caused this error…
  • existing Space frame steel roof - parameters problem (purpose-existing structure load modifications- we can not change existing members)

    STAAD SPACE START JOB INFORMATION ENGINEER DATE 10-Mar-22 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 3.09 0 0; 3 6.18 0 0; 4 9.27 0 0; 5 12.773 0 0; 6 15.863 0 0; 7 18.953 0 0; 8 22.043 0 0; 9 24.767 0 0; 11 1.545 1…
  • Import hydraulic model of SYNERGI (Software) in WaterGEMS.

    Hello, Want to known the hydraulic model generated in SYNERGI (Software) of water distribution system can be import ed in WaterGEMS . If yes let me know guys and what methodology should be adopted to import file, plz elaborate. Thanks and Regards …
  • How to create a haunched beam concrete in STAAD Pro. why when I create the haunch property it can't be entered into the RCDC

  • PLAXIS 3D

    Plaxis 3D is not using Geforce Graphics, is there any way to run Plaxis3D under Geforce GPU ?
  • LEAP substructure model Quality Control

    Dear All, I am trying to perform QAQC for a substructure-only model and have a couple questions. (LEAP Bridge Concrete stand-alone program) Checking Live Load Generation: Where can I find the output for the live load distribution factors that were…
  • Design of steel elements connected at different heights

    My query is the following, if I have to design an element that connects at one point, in this case it is a channel-type metal structure but they connect one on top of the other. How do I tell the program this? since visually it shows that they are at…
  • 桥梁大师生成的桥型布置图中数据与一般构造图不对应问题

    此桥为双幅一孔桥,黄色标记为0号左U桥台一般构造图(由桥梁大师生成的)内侧中的H2(台帽顶标高)和H3标高值(扩大基础底标高),其中台帽高0.6m,基础为2*1m,按此进行计算出的红色数据为台身高约为6.7m,而软件生成的为7.8m。请问下老师。这个情况是因为什么原因导致的嘞?感谢老师的帮助!
  • 桥梁大师自动生成的配筋图的钢筋量不全且不符合问题

    我举某桥的耳背墙钢筋构造图中生成的11、12号钢筋的配筋图的例子。 问题1:其中11号钢筋根据生成的配筋长度总和应该为872,而图中自动生成的为857.7(红色部分),差值为14.3; 问题2:13号钢筋中的黄色部分未给予显示配筋长度。 在设计过程中常遇到以上两种情况,故希望老师能给予解释,万般感谢!
  • openPlantModeler

    请问是否有方法设置OPM完全打开一个文件后自动加载dll呢?之前论坛的自动加载方法试了下dgn文件还未激活就已经自动加载进来了。
  • Forecast the turbidity plume. Openflow FLOOD

    Dear Bentley Team, Our company have bought the Openflow FLOODs software and we are interested to know if the software can forecast turbidity plumes. If the program can do that, we also would like to ask if the Openflow FLOODs software can forecast the…
  • Pulling a depth from table based on first depth with a value in a specific field

    Hello! I am building a fence report and I am trying to pull a depth from a table to use as the top depth to my vertical lines on a bar graph. The problem is that I cannot get the program to pull the minimum depth where there is data for the bar graph…
  • Moment Verification

    I am reviewing the moment diagrams generated by RAM Concept, and I am observing a moment diagram for a typical bay. The shorter beam (page north-south) would have a large positive moment at the center of the bay, and I do not see that behavior. I see…
  • Reinforcing Bar out of cross section of Ram concept

    Hello, Bently specialist, I am modeling an existing waffle slab. I simplify the waffle rib as continuous rectangular slab. I am a newer to Ram Concept. 1. At the first run, I didn't check the "check capacity of user reinforcement without designing…
  • How to assign haunch in staad pro?

    Actually i want to assign haunch properties near ridge and eave portion. How to assign haunch portion? Pls give ideas about that