• Report Tab Not Visible

    Chetan Mane
    Chetan Mane
    I have recently Installed Staad Pro and I am not able to view the report Tab see below snip, How I can turn it on? I am using STAAD.Pro 2023 - Version 23.00.01.25
    • 6 days ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Inconsistent Results Output with Defined Group in Staad.Pro

    Antonia Cobo Ibanez
    Antonia Cobo Ibanez
    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…
    • Answered
    • 4 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Area of Steel Reqd. for Tran. Moment for Load Case ____ exceeds the Maximum Allowable for Element # ______ - STAAD.Pro Connect

    Rex Homer C.
    Rex Homer C.
    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…
    • 7 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Application of load on dummy beam

    Amuletola Rasheed
    Amuletola Rasheed
    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…
    • 9 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Bug in Warping constant in AISC360-16 Chapter E.4 (STAAD.Pro ver.22.04.00.40 )

    Koki Nozaki
    Koki Nozaki
    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…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Nodal Displacement and Member displacement and its allowable as per BS5950

    Yashwant Naik
    Yashwant Naik
    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.
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RCC Design of beam

    Milan Nakum
    Milan Nakum
    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…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Error:Exception[Access violation]Raised

    Ye Jiabin
    Ye Jiabin
    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…
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD.Pro CONNECT Edition: Structural Analysis by Equivalent Static Method video posted on Bentley Institute YouTube Channel

    Frank Conforti
    Frank Conforti
    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…
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Time history analysis of an elevated water tank

    Sneha Adhikari
    Sneha Adhikari
    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…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • mast tower staad.pro v8i

    hock
    hock
    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
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Models Failing Following Re-Installtion of Staad Pro

    Johnlittle
    Johnlittle
    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…
    • over 12 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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