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

    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?
  • UC Ratio problem

    Actually i need all members UC Ratio values. How to get all values???? Please guys guide me New folder (2).rar
  • New Release – SSDD CE U3 (21.03.01.15)

    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…
  • Bi-axial bending and torsion EC3

    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…
  • SIG Virtual Workshop: STAAD for EMEA - July 26, 2018 - You're Invited!

    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…
  • User Table Custom Section - Two Pipes (side to side) Defined by one element. Possible?

    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…
  • Staad Pro - Critical moment calculation according to Eurocode 3

    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…
  • Staad Pro - AISC ASD steel design

    Hi everyone! Where can I find the expression for the parameters "FCZ", "FTZ", "FCY", and "FTY" in AISC ASD regulation? Thanks!
  • Risa to Staad

    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…
  • Staad steel design EC3 code checking

    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…
  • Design parameter ESTIFF in the BS5950:2000 design code in STAAD.Pro V8i

    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.
  • STAAD Pro Optimization Parameters

    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…
  • A little Gap between STAAD Analysis and AISC ASD

    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…
  • Wind load for leaning structures

    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…
  • STAAD.Pro - user table does not stay when closing/opening file

    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…
  • Re: Can multiple RATIO commands apply to a single Code Check?

    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 …
  • How can we incorporate RAM Connection data in ISM file?

    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…