file is already uploaded in the bentley communities
file is already uploaded in the bentley communities
View ArticleRAM Frame with and without the gravity module
I’ve got a 2 story building with a sloped roof that I’m modeling in RAM. We’re using RAM for both the gravity and lateral. The sloped roof flies by the stair bulkhead which extends above the roof and...
View ArticleTrial Period also expired
Hello Sir,As per received E-mail, We have activate Staad-Pro but still we are facing same problem.Now Trail period has also expired Please find attached two files for more deatil & suggest. Please...
View ArticleRAM Concept - punching shear
Can RAM Concept design traditional links instead of shear studs systems in punching check? Would it take in to account even small opening (say 100x100mm) at the column face in this check?
View ArticleRAM Concept - earthworm symbol
Dear RAM team. Hope you are all well.I would like to ask you: what does this symbol mean? I don't find the meaning when I activate "Controlling criteria" Thanks a lot! Regards
View ArticleContext sensitive help in STAAD
In the latest version of STAAD.Pro (20.07.11.82), when I pull down the help menu and click on "ReadMe..." it tells me what is new and changed in STAAD. Under "New Interactive Editor" is says the...
View ArticleISM Stop work when export file from STAAD
When I export file from STAAD using ISM, It stop work, why?My STAAD version is 20.07.10.65 and my computer system is 32 bit, so I am using 32- bit program (ssync10000106en).
View ArticleOne issue when torsion check using AISC 360-10
A sample model built for verifying the torsion check under the AISC 360-10 code check, and seems there are some problems:(Please visit the site to view this file) 1. When a round HSS profile used, a...
View ArticleAISC 360-10, Chpt. J code checking
In STAAD.Pro, code checking for AISC 360-10 is typically for chapters B-H (I don't use chapter I for my work anyway). Specifically, there are considerations in Chapter J that must also be considered...
View ArticleRam Connection - BCF
Dear StaadPro representative,I am using Staad.Pro V8i version 20.07.11.50 with RAM Connection incorporated. For a moment connection design I used before the BCF template, however in this new version...
View Articletrial version staad pro
I am looking for trial version of staad pro. can anyone suggest link to download.thankskamal
View ArticlePile Cap model
Still can not generate the moment intensity graphmessage from software " Polygon is not Coplanar"
View ArticleConfusion regarding plate element and generating mesh
I am really confused about adding plate elements or generating mesh while providing slab elements in case of RCC building.Please suggest me what should I consider in case of adding slab elements in RCC...
View ArticlePlease Post STAAD Pro SS6 Technical Reference Manual
Where can I find the Technical Reference Manual for STAAD Pro along with any other STAAD Pro documentation? Thanks.
View ArticleISM
hello support,Can SP3D(from Intergraph) can open an ISM model created with STAAD Foundation Advanced? Please help.Thanks in advance.
View ArticleReport languages (Staad.pro)
Hello,I would like answer you if it is posible make reports with Polish languageRegards
View ArticleSTAAD - "GENERATE" command
Hi,I'm using "GENERATE" command to model continuous supports at the base of my my shear walls (surface elements). How do I extract the reactions on the nodes that are internally generated by the...
View ArticlePile cap model
Dsanjudid you have a chance to see what is wrong with my model? Model is uploaded or you already have the model that you sent to me.why I received the message "Polygon is not connected"Thanks
View ArticleSTAAD.Pro V8i (SELECTseries 5) - 20.07.10.64 - Results
Hi,Regarding the software version in the subject, we have a problem with the post-processing mode.When a model is run, results are available. But then if the software is closed without making any...
View ArticleEURO CODE WIND LOAD AND SEISMIC DESIGN
Dear Professional,I am using staad pro for while in indian code.But now i'm working projects in American code, British code and Euro code.I'm facing lot of doubts in it, mainly in wind load and seismic...
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