• RCDC

    WHAT IS THE MEANING OF 2-T8@115 C/C IN COLUMN DESIGN DUCTILE LINKS SECTION. REF. SCREENSHOT. /resized-image/__size/1920x1080/__key/communityserver-discussions-components-files/5932/0116.Screenshot-2022_2D00_07_2D00_16-140850.png
  • Designing tapered section in Ram Connection to BS or Euro Code

    Hello, I have always tried to design connection between tapered beam and column in RAM connection (Integrated) to BS 5950 or EC3 but it looks like neither of these codes is supported. Is there a work around about this? The same thing applies to…
  • Staad Foundation

    Hi. I am having trouble with Staad Foundation. I created a Tank foundation to analyze. The storage tank roof has a lot of elements such as the W section under the tank roof plate. In Staad foundation we can only consider roof plates, bottom plates, and…
  • Regarding Lx parameter value.

    How to give the design parameter of Lx(lateral torsional buckling) For column member. In my case, The column height is 12m, Minor axis direction tied at each 3m. But major axis direction not tied. What is the Lx parameter value?
  • Python Staad Integration

    Hi Team, I need you help to find the x, y and z coordinates of nodes for beam using python. here is my code, geometry._FlagAsMethod("GetNodeIncidence") node_incidence = geometry.GetNodeIncidence(1) print("node_incidence",node_incidence) this code…
  • STAAD.Pro CONNECT Edition Support and Versioning queries

    Hello, I am conducting a security assessment on behalf of Hitachi Energy and would be very grateful if these questions were answered for the application: STAAD.Pro CONNECT Edition Could you please provide me with the answers to the following…
  • Error Message: ***ERROR*** UNKNOWN MATERIAL TYPE PROVIDED. I have set all the materials myself with specific properties. No material has missing attributes when I click on select missing attributes. I just can't figure out what it thinks is timber.

    Here is the full output file script and a screenshot showing the materials. I would really appreciate any help. I could also send the file itself if that would help. Thanks for you help!! **************************************************** * * *…
  • OpenStaad Issue : Why objOpenSTAAD.Load.GetPrimaryLoadCaseNumbers don't return Load Id for moving loads?

    Hello, I want to extract Load ID and Name of all loads from my active File but can't figure out how to extract Live load ID. objOpenSTAAD.Load.GetPrimaryLoadCaseNumbers is returning 0 loadID for all live loads. I can't find any other API to get Moving…
  • Does STAAD.Pro CONNECT Edition and all the workflow components work with the new Windows 11 OS?

    Windows 11 is the latest operating system from microsoft. Does STAAD.Pro CONNECT Edition work on windows 11?
  • Gantry beam on laced built up column

    Hi, I'm designing some built-up columns using equal angle sections and I'm getting some results. Pls can someone check my model if this is correct. I've used the slave-master command to connect the I-beam onto the built-up column. Is this correct as…
  • Model a curved beam (Displacement)

    I am modeling a curved roof and used structure wizard to break the curve into smaller segments of a straight line. I can run the model and get the proper reaction and beam results that I previously estimated. The displacement is much greater than I expected…
  • Staad Pro Advanced V22 Update 7 - Applying lateral load to the top flange instead of center of beam

    How could I apply lateral load to the top flange instead of the beam center in "Physical Modeler"?
  • Staad Pro Advanced V22 Update 7 - Creating Load Envelope in Physical Modeler

    I need to create two load envelopes for strength and deflection checks. I'm using physical modeler for creating the model , therefore the envelope loads can not be created in Analytical model. How could I create envelopes in physical modeler? In general…
  • In Staad foundation, no design result is getting generated

    sabbir ahmed -static - 07.05.22.std SOMEONE PLEASE REPLY, Calculation sheet is not available as design has failed, why it is showing ? sabbir ahmed -static - 07.05.22_foundation.xml
  • Vehicle Definition

    I am doing an inclined ramp design in STAAD.Is it possible to provide vehicle definition on inclined ramp?
  • ***WARNING - INSTABILITY AT JOINT 414 DIRECTION = MZ

    PLEASE HELP!!! I don't know what to do. I kept on trying to resolve this on my own using all the tips I searched but none of them worked. CEE4-SUPERSTRUCTURE - TRIAL.std
  • COLUMNS ARE FAILING

    Hello , can anyone help me in correcting my model ? most of the columns are failing in lowest part i.e from foundation to plinth level . i have tried everything like increasing sizes and providing RFACE command but unable to understand the issue that…
  • One-way ribbed slab

    How can i design a this kind of slab on staad pro, i'm still a new user of the software so please put some detail to help me.
  • Wind load does not show

    As you can see here the wind load does not show on the rest of the Z+ building face i tried to play with the ranges but it does not work the part where it does not show is a cantilivar beam the left side of the photo down here
  • WARNING: DESIGN OF SECTION FOR MEMBER # FOR PLATE SECTION

    Hello, I came across with an issue, could you please help me. I need to use plate member for stair stringer, Staad is showing errors for the analysis of the member. WARNING: DESIGN OF SECTION FOR MEMBER # Please help me how to rectify the…
  • I have a school code from our college, How do i convert student licence version to Licence version

    I want to convert student licence version to Licence version
  • Error while updating column design in RCDC

    An error is showing while updating the column design in RCDC as shown below. please provide the solution .
  • *** ERROR : "DEFINE" COMMANDS FOR LOAD GENERATION SHOULD BE PROVIDED BEFORE SPECIFYING PRIMARY LOAD CASES.

    Hi, Hopefully, you are doing well. could you please help me to solve this error? this is the code below. regards, DEFINE WIND LOAD TYPE 1 WIND -Z (WINDWARD WALL) <! STAAD PRO GENERATED DATA DO NOT MODIFY !!! ASCE-7-2010:PARAMS 137.000 KMPH 0…
  • I faced this error. please could you help me to solve this problem.

    this is the code STAAD SPACE START JOB INFORMATION ENGINEER DATE 09-Apr-22 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 0 12.085 0; 3 -1.05865e-015 0 5.763; 5 -2.11729e-015 0 11.526; 7 -3.17594e-015 0 17.289; 8 -3…
  • After run analysis it always says "temporary local folder specified for analysis does not exist or is not accessible"