RE: load combinations
(1) STP 2 does not allow to select the Weld size but it instructs Staad to consider the section as buildup section (not the hot rolled section) following the equation E7-7 to E7-9. However, if you want...
View ArticleRE: **ERROR** JOINT NO. 0 NOT CONNECTED OR DUPLICATED.
I checked it. It works fine. So in order to understand better, the problem was at the repeat statements at joint coordinates section. Did I make a mistake there or just the program could not reproduce...
View Article**ERROR** JOINT NO. 0 NOT CONNECTED OR DUPLICATED.
Hello Sir,I am trying to do analysis of a multistorey structure and as I analyse the structure, Staad gives me error on **ERROR** JOINT NO. 0 NOT CONNECTED OR DUPLICATED. I checked if I have...
View ArticleRE: Staad Pro V8i 20.07.11.33 Slenderness Canadian Code Error
In the latest available installer - STAAD.Pro V8i Select Series 6 Build No. 20.07.11.45, this issue is taken care. Please install this build and have a look.
View ArticleStaad Pro V8i 20.07.11.33 Slenderness Canadian Code Error
I recently upgraded to the latest version of Staad Pro V8i Select Series 6 20.07.11.33. When I run a simple moment frame the rafter now fails in slenderness. I am using the Canadian code.The model is a...
View ArticleRE: Start and run a staad model Command line
To run the analysis use the executable at location C:\SProV8i SS6\STAAD\SProStaad\SProStaad.exe
View ArticleStart and run a staad model Command line
Hello,I am trying to run a staad model with comman line, but I can`t do itMy folder instalation is "C:\SProV8i SS6\STAAD\Staadpro.exe"And my staad model on c:\a\model.stdIf I use "C:\SProV8i...
View ArticleMaximun number of nodes/member/plates for a model
Hello,I would like to know how is the maximun number of nodes/member and plates for a model of Staad.pro v8i ss6 and advanced analysis engine licenceThanks in advanced
View ArticleRE: ***NOTE: MASSES DEFINED UNDER LOAD# 30 WILL FORM
Sorry a correction to make, the error is actually '' **ERROR- ZERO ON DIAGONAL IN JACOBI ITERATION''.
View Article***NOTE: MASSES DEFINED UNDER LOAD# 30 WILL FORM
Hello, I am trying to perform a dynamic analysis by using response spectrum. Then, Staad encounters error regarding ''masses defined under loads''. The analysis stops at this point. Any ideas why this...
View Articlexrange / yrange / zrange
Helo,I would like make a group of geometry/nodes/beams/plates with xrange/yrange/zrange for example START GROUP DEFINITION GEOMETRY _group1 xrange 0.5 0.8 END GROUP DEFINITIONI would like...
View ArticleRE: Orientation of Local Axis of Surface Entity in STAAD.Pro V8i
Awaiting for a response from the community.
View ArticleOrientation of Local Axis of Surface Entity in STAAD.Pro V8i
My query is regarding "surface" entity of STAAD.Pro V8i .The orientation shown through "Labels" tab of Structure Diagrams of "surface" entity is not matching with the orientation of Mx & My...
View Articlestaad foundation
hidoes staad foundarion consider the load of the natural soil at the foundation?thanks
View ArticleRE: my staad pro not working.
Please raise a service request by going to apps.bentley.com/srmanager so that any licensing specialist can investigate your issue.
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my staad pro not working.
when i was open a staad pro, i have a below error.Trial/valid license was not found or trial period has expired! Switching to restricted mode….. r
View ArticleRE: JOINT WEIGHT
Dear sir I Have Design the counter fort retaining wall but i used double click in plate they are not showing a concrete section only show a property constant, center stress,corner stress and etc sir...
View ArticleJOINT WEIGHT
How we apply joint weight in structure.(THIS TYPE)LOAD APPLIED EXAMPLE iam used indian codesJOINT WEIGHT13 WEIGHT 46.9814 WEIGHT 48.315 WEIGHT 42.99616 WEIGHT 42.54717 WEIGHT 44.45318 WEIGHT 50.26319...
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