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Error while Exporting STAAD file to Revit through ISM
I have STAAD.Pro and Structural Synchronizer already installed on my Laptop.While Exporting any file from STAAD.Pro to Revit via ISM i faced this issue after clickingFile > ISM > Create...
View ArticleWind load problem
Hi, does anyone knows how to apply the wind load in STAAD pro? For what I have learned, when a wind pressure acting on windward wall, it should have considered pressures on side walls, leeward wall and...
View ArticleSeismic Analysis
Hi All,I am currently running a seismic analysis and I am struggling to understand the affects this is having on the live loads I've included in my model.I have included pieces of equipment in my model...
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Design of an I Section (CMT =5) subject to Torsion using Eurocode 3
Applies To Product(s):STAAD.Pro V8i Version(s):All Environment: N/A Area: STAAD.Pro Wiki Subarea: EC3 Torsion Design Original Author:Anisurya Ghosh INTRODUCTION:Torsion design in EC3 is given in...
View ArticleRAM Connection: Dowswell Reference
I frequently see the reference in RAM Connection Calcs to: Dowswell, B., 2003, Connection Design for Steel Structures, Structural Design Solutions, LLCI have not been able to find this document...
View Articlesloshing height
how can i find sloshing height in steel tank? what are the other parameters like base shear, moment at base etc. which can be found out by using staad pro software? can hydrodynamic pressure be...
View Articlevideos of the bentley student server
Actually my concern is that the videos of the STUDENT Server in the Bentley Community aren't working as when i try to play one of those videos the Windows shows up the message " Video not Found" .Due...
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STAAD-ADD INN
hicould anyone know how to add add-inn to staad pro??Is it possible to have customized add-inn for staad pro???RegardsMallesh[Please visit the site to access the poll]
View ArticleNODE DISPLACEMENT IN EXCEL-VBA
Hi anyone please post me the code for extracting nodal displacement from staadRegardsMallesh
View ArticleACI 318-08 Ordinary Moment Frame Seismic Provisions
Hi,I'm using RAM SS to design a building which uses concrete ordinary moment frames as its main lateral system. We're using the ACI 318-08 code and we're seismic design category B. There's a...
View Articleauto tendon generate
Hi anyone please post me for how to auto generate curve PT tendon with some radius in ram concept
View ArticleDisassociate Project
Hello,Every time I open a Staad.pro file, it is asking connection for associate project. In Staad.pro i click the tab to disassociate but still coming back. First of all We do not have project...
View ArticleOpenSTAAD to extract member forces or support reactions in STAAD.Pro SS6...
A few years ago, I created a few VBA routines in VB for Excel using OpenSTAAD to extract member end forces or support reactions or interaction ratios. They worked fine in the previous version of...
View ArticleRAM Concept - RSS unlinking an old concept file
Looking for an updated process to remove an old concept file or create a new concept file when the RSS data layout /spans have been revised through a project. The previous process noted in the...
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Revit - ISM - Analytical Model Generation
I'm interested in setting up a Revit to Structural Analysis workflow, particularly for steel members. Typically the steel structures we encounter are steel roof structures, so no multi-storey steel...
View ArticleHelp on Staad command
Hicould you please tell me what is that difference between GROUP AX MEMB and GROUP MEMB commands?Thank you
View ArticleA warning in Staad Pro.
HiCould you please tell me what does this warning mean,**WARNING- Member Releases not performed on member Geometric Stiffness (Kg). ??Thank you
View ArticlePRINT MEMBER FORCE Command
Hi,Could you please tell does the 'PRINT MEMBER FORCE' command not print internal forces(shear and bending moment) along the member length?or does it prints shear force and bending moment at member...
View ArticleGusset Base Plate Connection Problem
Hello,I've assigned gusset base plate connections to all my column bases that have chevron braces attaching to it. 30 out of 40 connections were successfully assigned. For the other 10 connections,...
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