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0x8007002 Error while installing STAAD Pro
Dear Bentley team,I am experiencing difficulties while trying to install STAAD Pro Connect Eddition English (x64)Here is the error appearing even when I try to "Run As Administrator" the installation...
View Articlepurlins connection
Sir, when i mode any truss or portal frame in staad, the purlins are being modelled as members connected at the centre of the web part of the top chord member in the truss or in the centre of the web...
View ArticleGetting disjointed error
Hello everyone, I am having trouble with my substructure design and getting **WARNING- THIS STRUCTURE IS DISJOINTED. IGNORE IF** I will attach both the output and std. file to anyone who could...
View ArticleRAM Elements Background Color
Is there a way to change the background color for RAM Elements to white instead of the normal blue color?
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Seismic Analysis Problems
I am new in staad pro so please answer this question in very easy language....!When i trying to do seismic analysis....one warning is always there....which is present in the screen shot....can anyone...
View ArticleLocal Deflection
I believe for the deflection check the default value of CAN is "0". That means for calculation it has to consider only " y deflection " is that correct? In my file for deflection check, it is...
View Articlewind load generation
Q1. CAN WE GENERATE WIND LOAD ON PITCHED ROOF PORTAL FRAME AND SINGLE SLOPE PORTAL FRAME WITH STAAD ASCE 7-2010 GENERATOR.Q1. Normally auto generation gives point loads at joint which is not a very...
View ArticleFastmail tech support phone number ~~Zoho mail phone number 18556661285
Zoho mail support phone numberZoho mail customer support phone numberZoho mail tech support phone numberZoho mail phone number Zoho mail customer service phone numberZoho mail customer care phone...
View ArticleSections fails while designing and detailing
I am getting some warnings when i am designing for a G+10 structure: 1) Sections fails while detailing 2) Sections fails while designing. Below is my attached...
View ArticleChange releases in multi analysis
Dear Moderator,Is it possible in STAAD to change beam releases type in multi run analysis. Something like inactive member command.To have moment relesed end of a beam for DL and no releases for the...
View Articlecrane load
I HAVE SOME QUESTIONWHEN WE APPLY CRANE LOAD IN MY OPINION THERE SHOULD BE FIVE SITUATION CONSIDERED FOR EACH POSITION OF CRANE WITH LIFTED LOAD1. VERTICAL WITH IMPACT @ 25% OF LIFTED LOAD (...
View ArticleStorey drift in staad.pro
I am designing a G+8 building in staad.pro for my dissertation purspose. I want to know that how to export the output of storey drift to MS Excel? kindly help.
View ArticleMode Issues
I have a steel framed building with a couple CMU walls in RAM SS. Its a two story building with rigid second floor and pseudo-flexible roof diaphragms, respectively. I have a combination braced frames,...
View ArticleReverse member orientation
HiHow to reverse the orientation of a member in Staad.Thanks
View ArticleOneway Slab Distribution
Hello, I need help with oneway slab distribution in floor load. Is it possible to provide the one way slab direction along longer span (Placing purlins parallel to longer span). Staadpro takes default...
View ArticleRegarding Tension cable design for Skylight (Horizontal cable)
Hello,I need to design a Skylight which is having Segmented two way Tension rods system (Please see attached PDF). But I am not getting whats element to be used for these tension rods. If I am...
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Staad Warnings
communities.bentley.com/.../8508.STRUCTURE.stdI'm having some trouble when I run analyzis, pls. help me, i already attact the file
View ArticleShear wall design as per ACI
Good Day,I have been experiencing some difficulty as it relates to the design of some shear walls I wish to use for a staircase I am currently modelling in staad. I have attached the staircase model,...
View ArticleHow can I solve the **error in reading member properties check data format...
Hi Everybody,I am using a upt file which is already imported and made from an AutoCAD file by section wizard, but the *error in reading member properties check data format carefully* is still showing...
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