AITC code check
Hi,I'm running an AITC code check on a wood floor system. The ANL file gives the check for each member, but for actual stresses it takes the stress at the member START. I see LOCATION is 0.0000. I have...
View ArticleUnable to open the file
Hi,Im facing an issue while opening the staad file, which shows "Invalid staad command file".Please let me know how to retrieve the file.PFA FILE.communities.bentley.com/.../SCR_2D00_101-MODEL.STD
View ArticleERROR # 16 ~ MEMBER- 607 DESIGN FOR SECTION SHAPE IS NOT SUPPORTED when...
Hello,I am modeling an existing warehouse which is a mix of cold form and hot rolled steel. I've specified all my hot rolled sections to be checked by AISC in Parameter 1 and the cold formed sections...
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RAM to Revit ISM section mapping HSS and W shapes
I recently started using the Revit21 plugin and I see all of the AISC steel sections besides the HSS and W sections in the external family catalog. Is there a way to add these sections without creating...
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Ram Concept Load History Deflections
Can someone clarify/explain how Ram Concepts determines the Load History based on the Load Combinations chosen in the Load History steps?I ran the Load History and looked at the deflections for the...
View ArticleSTAAD CONNECT EDITION_RUSSIAN CODE_SP 16.13330.2017_ design result discrepancy.
Hi.I am working on a design with the latest version of STAAD. (Russian code SP 16.13330.2017)However, the "output detail report result" and the "structure diagram design result(beam double click-steel...
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RAM Concept Export to pdf issues - larger extents and size
Can some one please let me know how to resolve this issue? I'm using Version 8 update 2.146
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RAM Frame Node Error
Hello,I recently updated my levels/stories for my building to provide a level for trench foundation walls. Since I did this and re-ran my RAM Frame analysis I'm getting a node instability error and I'm...
View ArticleStaad beam bracing
I'm trying to understand the different scenarios in Staad for beam bracing. Non-Physical Member (not sure what to call this)I understand by default the program considers the length of member (node to...
View ArticleABOVE LINE CONTAINS ERRONEOUS DATA.
To whom it may concernI have been helping one of our students create this model and no matter what we do it always gives us this error. ABOVE LINE CONTAINS ERRONEOUS DATA.I am including here the file....
View ArticleAnalysis Tapered Tube & Pipe concrete
Hi,I have a problem with my analysis, i analyze tapered tube & pipe with concrete material but when run analysis there is a warning : code check for prismatic only, member xxxAnw, i use ACI 318...
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STAAD.Pro Corner Stresses
Hello all,I would like to know how to change the values displayed for corner stresses. I have made a simple calculation, fixed beam with a vertical and horizontal load, and while the right top and...
View ArticleISM not enabled in RAM Structural System
Hi, I have RAM SS v17.00.01.09 and Structural Synchronizer v11.01.02.09 but the ISM option is not enabled in RAM SS. Is there a solution for this? Also, I installed the ISM Revit Plugin v11000103 which...
View ArticleRcdc can't read parametric plates as wall?
I have modelled parametric plates in staad connect but rcd can't read parametruc plates but reads only other columns. Why?
View ArticleWhere and how do we apply elevator loads?
I have to design a lift well with four columns . Where do I apply the lift loads and what magnitude. How to design lift machine slab?
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Staad Foundation Advanced V9.4.0.20 doesn't show the numbers of one way shear...
I am designing the foundation of a heat exchanger, but looking at the design results I realize that there are no numbers to validate the one way shear force check, how can I fix it? It should be noted...
View ArticlePLAXIS 2D - ANALYSE SPEED
HI 1) AM NEW TO PLAXIS, PLAXIS MODEL TAKES A 10 MINUTES AVERAGE TIME TO COMPLETE ANALYSIS, IS THERE ANY POSSIBILITES TO INCREASE SPEED OF ANALYSIS communities.bentley.com/.../Doc1.pdfI HAVE ATTACHED...
View ArticleWhy staad showing abnormal floor load in slab panel?
I have attached a model , floor load on some panels is not generatcommunities.bentley.com/.../4812.SCST-CORP-_2800_NEEEEW_2900__2E00_.STDing at all and on some panels its showing abnormal load coming...
View ArticleWhy staad giving weird floor load diagram?
My staad model attached is giving weird floor load in some panels and no floor load in somd at all . Please help.communities.bentley.com/.../5367.SCST-CORP-_2800_NEEEEW_2900__2E00_.STD
View ArticleCan we slice or crop an existing model into separate parts and analyse them...
I have an underground metro station model of 250m. Now I have to place some cutouts on the central wall. The issue that I face is that after making the cutout to re run the whole model for analysis...
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