• how to get the loadings details in report????

    arul mani
    arul mani
    I have got my report, but there is no loading details like dead load, Wind loads and all... In report settings i have added Loadings, but its not showing.... Wt to do???? i want to see other load details. How to get that details?
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • UC Ratio problem

    arul mani
    arul mani
    Actually i need all members UC Ratio values. How to get all values???? Please guys guide me New folder (2).rar
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • New Release – SSDD CE U3 (21.03.01.15)

    Carlos Aguera
    Carlos Aguera
    The new release of the STAAD SSDD application now better designed for interop with the new CONNECT Edition of STAAD.Pro. This new release provides steel design according to the much awaited 2017 edition of Chinese design code GB 50017 which has finally…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Blog
  • Bi-axial bending and torsion EC3

    Ibrahim Kadri
    Ibrahim Kadri
    Hello everyone, I have a question about the bi-axial bending and torsion calculations in StaadPro based on EC3. I designed a beam (RHS) subjected to bi-axial bending and torsion. I am comparing my hand calculations with Staad pro unity check but…
    • Answered
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • SIG Virtual Workshop: STAAD for EMEA - July 26, 2018 - You're Invited!

    Patsy Gant
    Patsy Gant
    Please join Bentley's Badreddine Ziane and Richard Tully for the first virtual workshop of the STAAD for EMEA Special Interest Group (SIG) on Thursday, July 26, 2018 at 11 a.m. CEST. Discussion will focus on how to best leverage your STAAD software for…
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Announcements Forum
  • User Table Custom Section - Two Pipes (side to side) Defined by one element. Possible?

    aalver2
    aalver2
    Hi guys/girls, I'm interested in modeling two hollow steel pipes which, in real life, would be placed side by side as illustrated in the attached picture. 1. I'm trying to find out if I can model this using one element, by creating a custom section…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Staad Pro - Critical moment calculation according to Eurocode 3

    Pedro Machado
    Pedro Machado
    Hi everyone! I am analysing a Channel section according to Eurocode 3 and I am finding it hard to understand how Staad calculates the critical Moment (Mcr) The critical moment I get from the program is different from the one I get from "Annex F of…
    • Answered
    • over 9 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Staad Pro - AISC ASD steel design

    Pedro Machado
    Pedro Machado
    Hi everyone! Where can I find the expression for the parameters "FCZ", "FTZ", "FCY", and "FTY" in AISC ASD regulation? Thanks!
    • Answered
    • over 9 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Risa to Staad

    Aaron Newell
    Aaron Newell
    Our company recently went from Risa to STAAD, is there any way to import a RISA 3D file into STAAD other than the DXF feature? The dxf only imports the geometry and I would like to get the properties. I know you can go the other way, from STAAD to Risa…
    • over 12 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Wind load for leaning structures

    Kristoffer Dalen
    Kristoffer Dalen
    Hello In a tutorial I read that wind loads can only be applied to members or planes paralelle to one of the axes, is this true? My building is shaped like a diamond and therefore have very few members fulfilling this requirement. I have used the…
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD.Pro - user table does not stay when closing/opening file

    Joe
    Joe
    I've created a shape of a wide flange with a plate welded on top in the section wizard. I've imported it into STAAD and assigned it to the necessary members. STAAD analyzes it just fine, but when I close the file and reopen it, STAAD does not recognize…
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Staad steel design EC3 code checking

    EdM
    EdM
    Hi I am performing a code check against EC3 and have specified the TRACK parameter as 2.0 i.e. to output detailed results. I see these results in the output file but there does not seem to be any way to include them in a report. If I select Steel Design…
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Design parameter ESTIFF in the BS5950:2000 design code in STAAD.Pro V8i

    Modestas
    Modestas
    The maximum utilization ratio displayed in the BS5950:2000 code check doesn’t match the maximum utilization ratio stated in the ‘Critical loads for each clause check’ table at the bottom.
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • A little Gap between STAAD Analysis and AISC ASD

    Heying Lee
    Heying Lee
    Hi there guys I've been calculating with STAAD Pro. & by myself and I realized that there are a little difference between two answers. When you analyze steel structure, usually you apply the AISC Code (ASD). I did two experiment, first I used STAAD…
    • over 12 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • How can we incorporate RAM Connection data in ISM file?

    dhawan.axit
    dhawan.axit
    I have a steel structure Modeled, Analysed & Designed in STAAD.Pro V8i SS4 and Connections designed in RAM Connection plugin for STAAD. However, when I'm creating a repository for exporting the data to Pro Steel for detailing, RAM Connection data is not…
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD Pro Optimization Parameters

    CEStudent1
    CEStudent1
    I just started using STAAD Pro through my college. I am modeling a steel structure and would like to automatically optimize the structure based solely on total deflection (global maximum deflection) and weight. I want each value (deflection and weight…
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Re: Can multiple RATIO commands apply to a single Code Check?

    DSANJU
    DSANJU
    You need to use the design command in the following manner: LOAD LIST <combo #1 without seismic> PARAMETER 1 ----------------- --------------- RATIO 1.0 ALL CHECK CODE ALL LOAD LIST <combo #2 with seismic> PARAMETER 2 …
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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