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  • Inconsistent Results Output with Defined Group in Staad.Pro

    Hello Bentley community, I'm encountering an issue with Staad.Pro regarding the inconsistency between a defined group and the results output. I would greatly appreciate any insights or guidance you can provide to help me resolve this problem. Here are…
  • Area of Steel Reqd. for Tran. Moment for Load Case ____ exceeds the Maximum Allowable for Element # ______ - STAAD.Pro Connect

    Good day. I was analyzing a model and designing the plates I made at STAAD.Pro Advanced Connect Edition 22.00.00.15. After the run analysis, the result gave the above notice on several plate elements I had. I modeled the plate elements using parametric…
  • Application of load on dummy beam

    Hello i want to apply a load of 3kN/M2 on a plate element of 150mm thick which spans 0.9m x 2m so i created a dummy beam. 1) will one single dummy beam be enough? 2) will i have to convert the load to a line load (i.e: from per M2 to per m) or apply the…
  • SIG Workshop: STAAD – New STAAD Enhancements and Workflows for 2021

    Title: SIG Workshop: STAAD – New STAAD Enhancements and Workflows for 2021 Host/Presenter: Karimu Rashad, Senior Application Engineer – Structural, Bentley Systems, Inc. Date/Time: 22 April 2021 at 01:00 P.M. EDT Register Now! This STAAD Special…
  • Structural TechTalk : STAAD.Pro CONNECT Edition

    Applies To Product(s): STAAD.Pro Version(s): CONNECT Edition Area: STAAD.Pro Webinars/Videos/Events Subarea: Original Author: Surojit Ghosh Structural Webinars: In 2020, Bentley…
  • Bug in Warping constant in AISC360-16 Chapter E.4 (STAAD.Pro ver.22.04.00.40 )

    STAAD.Pro ver. 22.04.00.40 ” The correct Cw (Warping constant) value is not assigned by the members ” I modeled all these members in the GUI. Other than PG(Plate Girder), I used American Property, and created User table about PG. Here, I compared…
  • Nodal Displacement and Member displacement and its allowable as per BS5950

    I have modelled one simple structure in STAAD PRO and found that there are two types of displacement value in post processing. NODE and MEMBER. Which displacement shall i use for comparing with allowable displacement as per BS5950 code.
  • RCC Design of beam

    Hi, is there any way or how to add moments on Beam acting due to load on it.? Describing briefly, lets say there is an existing structure. Now there is a provision of new wall/ panel. so i want to check that " the base moment acting on that wall due…
  • Error:Exception[Access violation]Raised

    Hello,sir: When I run analysis in STAAD PRO it can't continue and the error come out as the picture attached below. This model is OK but after some beams added this error come out. And I have tried to add MEMORY 120 or adjust the NL xxx but this problem…
  • STAAD.Pro CONNECT Edition: Structural Analysis by Equivalent Static Method video posted on Bentley Institute YouTube Channel

    On Friday, 28-September-2018 we posted a STAAD.Pro related video titled: " STAAD.Pro CONNECT Edition: Structural Analysis by Equivalent Static Method ". We'd be very interested in what you think of this style of video in terms of delivery and content…
  • Time history analysis of an elevated water tank

    Hey! For a frame structure, the self weight and floor loads (acting along gravity/global Y) which are defined in the dead and live load cases are defined again in the global directions(positive X, Y and Z directions) as dynamic masses for a time history…
  • StrucLink - a bidirectional link between ProStructure and STAAD.Pro

    StrucLink provides an impressive solution to the problem of out-of-sync CAD and Analytical models. StrucLink, available as a free add-on tool, provides seamless interoperability between Bentley's STAAD.Pro and ProStructure software. Using StrucLink…
  • Roof and Floor loading without the Roof or the Floor

    Roof and Floor loading without the Roof or the Floor In STAAD.Pro, there are many ways to properly account for loading to be distributed across the structural framing of roof and floor members. We will discuss some of the practical options for accurately…
  • Path Ways to STAAD.pro for Analysis and Design on Plant Projects

    Path Ways to STAAD.pro for Analysis and Design on Plant Projects If you are an avid STAAD.pro user as I am, or you have invested many hours learning to efficiently use this structural analysis and design software, then why invest additional time…
  • mast tower staad.pro v8i

    pl lead me to STAAD PROBLEM EXAMPLE for a mast. Been to a STAAD training & seen an example problem in the handout, but no leads to it. i WOULIKE LIKE TO RUN THAT MODEL & LEARN ITS STRUCTURAL ANALY. & steel DESIGN TO Eurocode checks
  • Models Failing Following Re-Installtion of Staad Pro

    I recently had some issues with Staad Pro force closing on my machine following some IT issues. I re-installed Staad which sorted the problem, however now a number of my models are failing where they didn't before the re-install. I'm currently designing…
  • mast tower staad.pro v8i

    pl lead me to STAAD PROBLEM EXAMPLE for a mast. Been to a STAAD training & seen an example problem in the handout, but no leads to it. i WOULIKE LIKE TO RUN THAT MODEL & LEARN ITS STRUCTURAL ANALY. & steel DESIGN TO Eurocode checks
  • STAAD Offshore - Base Units

    Applies To Product(s): STAAD.Offshore Version(s): All Environment: N/A Area: Base Units Subarea: N/A Original Author: Benjamin Chivers Bentley Technical Support Group…