Steel SJI Member Stresses
Good afternoon,I'm curious as to why STAADPro will not display maximum moments and/or maximum stresses for SJI joists within my model. Thank youcommunities.bentley.com/.../Existing-Roof-Loading.std
View ArticleCreep factor AS3600 [SOLVED]
Hi All,I followed all the posts regarding the creep factor to adopt in RAM to cope with the different formulation of the creep model adopted in AS3600 and the creep model implemented in RAM Concept...
View ArticleHas the planned STAAD(X).Tower Eurocode development been released? I had been...
After being disappointed to see 4 forecast delivery dates missed since December '17 I am really hoping STAAD(X).Tower is finally released. If not I am eager to receive a realistic and achievable...
View ArticleSlave/master
Hi guysif i would make some elements as one by Maste/slave and one of those element loaded, does this load effect pass trough elements !? For example if i have 3 element has conected by 3 nodes( one of...
View ArticleBase plate
Hi guysMay i know what criteria should elements have for to design base plate. Usually When i am going to connect w-section column to support by base plate, staad gives error and the connection did not...
View ArticleIssue with the latest RAM Connection v12 opening files from previous versions
We see no issues when opening any of the sample native v12 models, or with a brand new model created in native v12 *.rcnx, but when attempting to open a version 10 *.cnx file, the application opens but...
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RAM Elements Masonry Module - R Factor in Report
I am using the Masonry Module to check an intermediate shear wall in SDC C using TMS402-13 ASD. The report indicates R=1 is used. I do not see where this value can be changed to 3.5 in the module....
View ArticleVibration frequency
good day, how to determine that the frequency given by Staad is safe?
View ArticleSir please solve density error and add design of beam and column
communities.bentley.com/.../ak.stdcommunities.bentley.com/.../ak.ANL
View ArticleConstant command error
I am new to staad pro v8i.My problem is with struct. analysis of 10 storey building.After all model is created. I ran my analysis, this error is coming up " error message : DATA SHOULD FOLLOW AFTER...
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PDelta Effects in standard 'Perform Analysis'
Hi,I'd like to know whether a linear analysis code checked against AISC 36-10 in STAAD Pro takes into consideration PDelta effects?A linear analysis conducted on the attached file showed that during...
View ArticleBridge girder design status failed...
communities.bentley.com/.../Final-Bridge-Bhaleth.stdHello there....need some urgent help. I am designing a bridge in STAAD BEAVA. Now in design part, staad is showing most of the members along...
View ArticleSTAAD.Pro CONNECT Edition Learning
Hi, Dear All,I just begin using STAAD.Pro CONNECT Edition. Do you know any good resources for a beginner? Is there a official user manual of STAAD.Pro CONNECT Edition?Thanks for the help. Thanks,Dong
View ArticleSTAAD.Pro crashing when adding member offset
STAAD.Pro is crashing when I add member offsets via the graphical interface. Why is this? I am using version 21.00.02.30 and the file is saved locally on my hard drive (not a network file). I am...
View ArticleOTM & RESISTING MOMENT FOR MAT IN SFA
I am having problems with the OTM & Resisting Moment in SFA. When I design as three separate Combined footings the FS on OTM is ok.When I design as mat (With areas filled in between the combined...
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Moment produced during combined bending with non-standard angle AISC 360-10
Hello,I've used the 'Create User Table' in STAAD to create a 100x5EA. I've only loaded a compressive axial force to this member. I've code checked it against AISC 360-10.I'm curious to know why there...
View Articlewhat is the reason of getting unsymmetrical negative moments in raft footing...
what is the reason of getting unsymmetrical negative moments in raft footing modeled with plate elements even if loads acting are symmetrical in nature for load case 1.5(DL+LL) please refer to the...
View Article5.32.4.2 Regarding Floor load application
From the technical reference 5.32.4.2 Note e: At least one quadrilateral panel bounded on at least 3 sides by "complete" members has to be present within the bounds of the user-defined range of...
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