RE: **ERROR- MORE THAN ONE UBC LOAD COMMAND IN A LOAD CASE.iw
[quote user="sai kiran"]Hi i did this small practise while learning staad i got initially 5 errors it cant get solved please help thanks in advance[/quote](Please visit the site to view this file)
View ArticleRE: Design of Stainless steel structure according to EUROCODE
Ok Q.1) when we can expect EN-1993-1-4 to be included in STAAD? Q.2) Is it possible to use EN 1993-1-1:2005 with material as stainless steel?
View ArticleDesign of Stainless steel structure according to EUROCODE
Is it possible to design stainless steel structure according to EUROCODE in STAAD?Since current version we are using is STAAD SS6 (20.07.11.70) which supports design according to EN 1993-1-1:2005 &...
View ArticleRE: Instability at Joint Warning
For more detail, you may refer to the following FAQscommunities.bentley.com/.../2046.staad-pro-instability-and-zero-stiffness-faq
View ArticleInstability at Joint Warning
Can anyone know why I am getting Instability warnings for joints 2, 11, 54 and 63 in STAAD Model below?Thank you.STAAD SPACESTART JOB INFORMATIONENGINEER DATE 16-Aug-16END JOB INFORMATIONINPUT WIDTH...
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RE: Grid Data not Available
The error is due to the fact that you did not do the Moment Envelope Generation.Generate the Moment Envelope first as explained in the screenshot below
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RE: **ERROR- MORE THAN ONE UBC LOAD COMMAND IN A LOAD CASE.iw
You have specified the Seismic action twice under the same Seismic load case.Delete one of them.The modified model is attached herewith.(Please visit the site to view this file)
View ArticleGrid Data not Available
I have a pile-support mat foundation which I imported from STAAD into STAAD.foundation.I specified the mesh and added piles. I ran the analysis.But when I go to do the design the program returns:...
View ArticleRE: RC Deisgn of Columns as per SABS 10100
Can anyone from bentley team answer to my query in above post??
View ArticleRC Deisgn of Columns as per SABS 10100
Hi.I have modeled a RC building of G+1 storey (2.5m+ 5.3m). Overall height of building is 8.5m. The building is to be designed as per South African code SABS10100.The columns sizes have been provided...
View ArticleRE: Design Base plate joint from RAM Connection
I do not think that using RAM SS would help, as the design of inclined columns is not implemented in RAM Connection program. An enhancement request #537272 was created for the development team to...
View ArticleRAM steel beam takeoff query
HelloWhy does RAM steel include sections in the take-off that are greater than the depth restriction? Surely such beams should be ignored/flagged up as a no design.ThanksAllan
View ArticleRE: **ERROR- MORE THAN ONE UBC LOAD COMMAND IN A LOAD CASE.iw
There are few things that are to be noted: 1) The following IS:1893 seismic definition has been provided- DEFINE 1893 LOADZONE 0.16 RF 1 I 1 SS 1 DM 0.05 As this is a building frame model, you have...
View Article**ERROR- MORE THAN ONE UBC LOAD COMMAND IN A LOAD CASE.iw
Hi i did this small practise while learning staad i got initially 5 errors it cant get solved please help thanks in advance
View ArticleRE: Grating
The design checks are performed for members as per the codes used in the model. For plates, you need to check the stresses if they are within allowable limits.
View ArticleRE: Grating
Utilization ratio is delivered only when the member is designed by any specific steel design code. As there is no such explicit design rules available in the Design codes which designs any arbitrary...
View ArticleGrating
Hello,Sir I am performing analysis on grating for heavy load. I am trying to design plates/strips in staad but staad is not giving utilization ratios against that section.Kindly give me response as...
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