RE: Code check for composite beams in STAAD
STAAD.Pro is able to do a composite beam design as per AISC 9th edition code or as per LRFD 3rd edition code but this feature is not available for the AISC UNIFIED code as of now. This is something...
View ArticleCode check for composite beams in STAAD
Is it possible for staad to perform a code check on composite members? When I perform the code check, the ratio comes up as zero for all composite members that I have input. I have the following...
View ArticleRE: MAT foundation boundaries not connected in STAAD Foundation Advanced
Andrej - As instructed in the email i have uploaded the file. The file name is Lyondell - AP 2 Wind Reduced B01 - with exist fdn.sfa
View ArticleRE: Lateral Frame Design on a Building on a Radius
Program generated wind and seismic loads are generated based on the global X and Y axes. While some angled loads are also applied to take care of things like seismic orthogonal effects or wind...
View ArticleLateral Frame Design on a Building on a Radius
I have a building that is on a radius (basically a rectangle that is curved to approximately 442' radius). It is a 3-story building with concrete floors and a membrane roof (so I am assuming rigid...
View ArticleRE: **WARNING-fx fy fz wind forces: 0.0000E+00 0.0000E+00 -1.4535E+00
Here's an older post on the same thing. Let us know if that's not clear: communities.bentley.com/.../88501
View Article**WARNING-fx fy fz wind forces: 0.0000E+00 0.0000E+00 -1.4535E+00
HELLO GUYSi am getting aroung 6 warnings of this kind where i might have gone wrong please let me know , ihave attached staad file thank...
View ArticleRE: MAT foundation boundaries not connected in STAAD Foundation Advanced
You need to have a single boundary for the whole foundation. Areas within the boundary can be set as control regions in case you want to assign different analysis properties ( like support springs or...
View ArticleMAT foundation boundaries not connected in STAAD Foundation Advanced
I am performing an analysis where i have to connect new mat foundation to existing foundation. I have modeled different regions with adjacent boundaries connected to same nodes. The program is treating...
View ArticleRE: Shear wall design
The panel definitions are only for shear walls with openings. Depending on the location and size of the opening, it is possible to define panels inside a surface and specify these as types column, beam...
View ArticleRE: Error inFLOOR LOAD CASES
I tried to analyse the structure in SS Series5. I could not make. I request Mr. rangarajan to post his file. Mr. Modest Is also requested for the same.
View Articlehi sir
hello sir,i have some doubts in specification application .(why ,where ,when,) have to apply the specification of ( member release ,offset ,etc.) in steel and Rcc structures.
View Articleremoving plates
Hello everyone , i have a query i made plates in my four storey building , now i want to remove or delete these plates. i am not getting how to do it. any help will be appreciated. Thanking in...
View Articleerror finish command in load data
I am getting this error again and again , inspite of having done perform analysis. can someone please help me what can be possible reason for this error.
View ArticleRE: removing plates
First ensure that you select the Plates Cursor ( from the top menu choose Select > Plates Cursor ). Select the appropriate plates to delete by drawing a selection window around those plates. The...
View ArticleRE: error finish command in load data
You are missing a PERFORM ANALYSIS command before the FINISH command as shown below. Go to the editor ( Edit > Edit Input command File ) and go to the location immediately after the LOAD cases or...
View ArticleRE: hi sir
By default all member to member connections in STAAD.Pro are assumed to be moment connections. If you do not want that and want some moments to be released to simulate say shear connections, you would...
View ArticleRE: Error inFLOOR LOAD CASES
Already the files were uploaded for getting clarifications.
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