Orientation 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 ArticleRE: Staad foundation v8i
An output like -1#IND0 indicates that the value may be infinitely high. Please go to the Displacement Summary to check if your mat is subjected to abnormally high displacements or not. In general you...
View ArticleStaad foundation v8i
Dear all,I have started a raft foundation design using staad foundation v8i for around 12 columns ,only 3.6 m apart in transverse direction and 7.2 m in longitudinal direction with unfactored loads of...
View ArticleRE: Hi all , I am new here .so would you like to help me about the interface...
The following page contains some links which should be usefulcommunities.bentley.com/.../27659.online-training-resources-for-staad-pro
View ArticleHi all , I am new here .so would you like to help me about the interface Plz?
I need a mentor for staad.pro . plz tell me about mentor .
View ArticleRE: how can i add new anchor bolt in ram connection standalone?
I request you to add Indian and British bolt database as well. Currently Indian and British member data base available. But not anchor bolt database.
View ArticleQuestion about get results with a macro staad pro
Hello,I have a question about getting some results with openstaad.1)I want to get something as:Load.GetNodalLoads NodeNo, FXArray, FYArray, FZArray, MXArray, MYArray, MZArrayBut in spite of get the...
View ArticleRE: Problem with DFF command not check in steel design with STAAD Pro SS6...
You have created Service and Strength envelop with the same load case / combination. Please refer to the attached model.(Please visit the site to view this file)
View ArticleRE: Creating a pivoted shaft beam in Staad
No, the member releases are aligned to the member local axis. Not in the global axis.So you need to release MX degree of freedom to allow rotation in that member about the axis along length ( Local X...
View ArticleRE: Problem with DFF command not check in steel design with STAAD Pro SS6...
Thanks. In service and stress load combination will be same so I used same load combinations in different envelopes. In engineering calculation there is no restrictions to use one combination for...
View ArticleRE: Problem with DFF command not check in steel design with STAAD Pro SS6...
The load cases that are assigned to the serviceability load envelope happen to be the same as the ones that are assigned to the strength envelope. Thus, both envelopes have the same set of load cases....
View ArticleRE: Problem with DFF command not check in steel design with STAAD Pro SS6...
OK thanks. Dont know why such a limitations. Either STAAD has to remove the limitation or should trigger proper warning (**WARNING- Deflection check of member # 4 will not be performed as service and...
View ArticleRE: Creating a pivoted shaft beam in Staad
Hi Sunil Biradar , If this resolves your issue, can you please click verify answer. Thank you.
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Creating a pivoted shaft beam in Staad
Hello, I am creating a machine model in staad can some one please tell me that how can a create a beam condition connected to two other member and rotate about axis along the length.the beam is...
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RE: Creating a pivoted shaft beam
Hope your question is already answered in the following postThank you.
View ArticleCreating a pivoted shaft beam
Hello, I am creating a machine model in staad can some one please tell me that how can a create a beam condition connected to two other member and rotate about axis along the length.the beam is...
View ArticleRE: Problem with DFF command not check in steel design with STAAD Pro SS6...
I can answer the part on why the limitation has been set - In general the codes have distinct load combinations for Serviceability and Strength Limit States - this is true for all the codes I can think...
View ArticleRE: Problem with DFF command not check in steel design with STAAD Pro SS6...
You can try the following:DEFINE ENVELOPE1 3 TO 6 ENVELOPE 1 TYPE STRESS1 3 TO 6 ENVELOPE 2 TYPE SERVICEABILITYEND DEFINE ENVELOPE*LOAD LIST ENV 1 2*PARAMETER 1CODE AISC UNIFIED 2010DFF 500 MEMB 3 TO 5...
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