(Staad-Pro RAM) How can I design a Gusset Connection for 100x100x10 SD...
I am using RAM module of StaadProI have a column-beam-brace connection, the bracing element is a double angle 100x100x10 SD,I have tried all kind of configurations for the double angle but the...
View ArticleGet a list of Property name
HiCould anyone help me on this one?Openstaad macro in excel.Im trying to get the list of profile used. Thanks.
View ArticleRAM ECR parameters
Further to a previous discussion (), I have a couple of extra questions regarding the RAM ECR/Load History parameters.1) The RAM Manual describes the Creep factor = Total Strain / Elastic Strain =...
View ArticleUK Super Code
Dear Support, Why it isn't possible to use the BS code with the batch mode in STAAD.Pro ?is there a way ?\please help.Thanks in advance.
View ArticleROD BRACING DESIGN IN STAAD
Is there any Provision to design ROD Bracing in STAAD. If there is provision what will be procedure to design Single & Double ROD.
View ArticleHow to perform a steady state analysis of structure?
How to perform a steady state analysis of structure? Can we obtain graphical results of steady state analysis in terms of time domain response
View ArticleBase Plate
Dears:I have a problem in assigning sections when I dealing with CB ( column base ) to design base plate, It shows nothing but W-shape. How can I fixed that?Regards
View ArticleSteel Design Problem with Russia Code SP 16.13330 2011
Please find attached STAAD file. Always has error message "SP16.13330.2011 TABLE NO C.5: STEEL GRADE C235 * ERROR *". Steel members are not designed properly. Only load case 1 was considered. If I...
View ArticleDesign error
We are using the latest version of STAAD.The steel design out put for few beams is not logical.Refer the screen shot below, the capacity of the section is more than the actual force, but still the...
View ArticleError while creating ISM repository in STAAD PRO
Here is the snap of the dialog box which I am receiving while creating ISM Repository of STAAD PRO model. Currently, I am using trial version of Staad pro (select series 6).Is there anything like, ISM...
View ArticleSTAAD.FOUNDATION. TUTORIALS PROBLEMS..
HELLO ALL, I can't see the turorials videos .. plx help me with this..
View ArticleRAM Connection Standalone - Column-Beam-Brace Connection - Assign Single...
Using RAM Connection Standalone, for a CBB (Column-Beam-Brace) connection, I cannot assign SP (Single Plate) connections from the Design\Assign tab. I get the following error:I can assign a double...
View ArticlePROBLEM WITH CONFIGURE REPORTS
My question is how i can configure the reports, i only need a group of loads combination apper , not all the combinations. and i try with "setup report" , and still show me all the combination
View ArticleHorizontal Deflection check for Frame with Combination of RCC + Steel Column
If there is a Frame with a combination of RCC Column upto Certain Height and rest Steel Column. If we are just designing the Steel Column only & RCC Column we just model but we are not checking it....
View Articlewrong design results between analytical member and physical member having the...
Dear experts,I have confusion in design data between analytical member and physical member having the same length in steel design using aisc asd , I made staad pro model containing two identical...
View ArticleRAM sbeam and RAM SS
My office recently updated the RAM SS to V15.01. After we installed the new RAM SS on the computer, RAM sbeam cannot be run. What is the reason? Our ram sbeam is still old V3.0. Can this problem be...
View ArticleImprovement for RAM
Respected bentleyI am working on a steel design and in my job i have to used all the time RAM Connection. I can't found how RAM Connection calculates the solicitacions for a some connections. why the...
View ArticleCannot get OpenSTAAD object
hi guys.I cannot get to run OpenSTAAD in excel. I can still call this object fews days ago.Does it have something to do about permission?Need help.Thanks.
View ArticleResulst stresses negative in STAAD.Pro
Hello, my name Adi and im new user in STAAD.ProI have a problem in result STAAD.Pro output viewer.In member stresses, why a result negative ( -2290.7 ) ?Because they are compare manual calculation not...
View ArticleWarning Notification
On loading a staad file I get a pop up mentioning that there are 10 warnings in my input file. I know what these relate to am am happy with them being in the file. As such, is there a way to disable...
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