RE: Groups
I am not sure whether I fully understood the question but it seems like you have assigned same beams or elements to multiple groups and would like to get a list of all the groups to which the...
View ArticleGroups
Hello,I have a model whith some beams/shell/geometry/floor groups definedCan I list for beam or element all the groups that belongs ?Thanks in advanced
View ArticleRE: How to do in STAAD.Pro
I do not have any question paper as such but the best thing you can do is to refer to structural engineering textbooks. I am sure in the appropriate sections of these books, you will find examples of...
View ArticleRE: Tee Section Cut Of W Shape
Error found while designing member 29. Error : No records are available in section database. kindly hel me
View ArticleRE: Response Spectrum Analysis on Large Model (STAAD)
You can use the MODE SELECT xxx … command which would restrict the response to the set of modes limited by the command. Please refer to the section 5.30.2 of the technical reference manual titled...
View ArticleResponse Spectrum Analysis on Large Model (STAAD)
I'm running a response spectrum analysis on a fairly large model (11,000 nodes) in STAAD (SELECT Series 6 v20.07.11.50) and combining the modal results using the CQC method. Due to the size of the...
View ArticleRE: Tee Section Cut Of W Shape
Which design code are you using ? Using the batch mode of design should help. If not, can you please upload the model ?
View ArticleRE: wind loads on walls with varying heights in ram
I searched in the help file along with in the forums but I can't seem to find how you would do this. If Ram cannot do the wind loads properly, I would like to be able to manually add horizontal...
View Articlewind loads on walls with varying heights in ram
I'm modeling a structure in Ram that has a single pitched roof. This roof also has a parapet on top that is 2.5 feet high. Because of the pitched roof and the size of the structure (130'x160') there...
View ArticleRE: I am receiving errors. "...floor diaphragm is present in the model. Wind...
I am still having the following warnings... Please help... WARNING - Load and release specified together for member 86 dir. 2 Check member load paths. This LOAD (or more) IGNORED in case no. 5 WARNING...
View ArticleRE: I am receiving errors. "...floor diaphragm is present in the model. Wind...
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View ArticleRE: PROBABLE CAUSE NEGATIVE DIAGONAL =>LDLT MTX K-MATRIX DIAG...
Thanks for uploading the model. The error that you reported is typically associated with an ill conditioned stiffness matrix. What is the version of STAAD.Pro you are using ? If it is not the latest...
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PROBABLE CAUSE NEGATIVE DIAGONAL =>LDLT MTX K-MATRIX DIAG...
Dear all,I have modelled a 3D canopy structure with solid elements which will be acting as the fabric. I am having issues running the model as it is coming up with issues as shown in the subject.The...
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RE: I am receiving errors. "...floor diaphragm is present in the model. Wind...
You defined FX FY and FZ releases for certain members. That means these members cannot transfer any axial force or shear force to the supporting members which is not realistic. So the following...
View ArticleI am receiving errors. "...floor diaphragm is present in the model. Wind Load...
I am having so many error and warnings everytime I run analysis.. PLEASE HELP ME...68. DEFINE WIND LOAD*** NOTE: If any floor diaphragm is present in the model Wind Load definition should be defined...
View ArticleRE: How to model a corrugated steel plate
Thank you Sye for your reply but it wasn't what I expected. As you know the corrugated plate has a preferential direction to distribute loads: the direction parallel to the "wave" of the corrugated...
View ArticleHow to model a corrugated steel plate
I have to model a corrugated steel plate. I would like to use plate or surface elements. How can I do it?It is possible to change the stiffness parameters of the plate or surfaces elements?Thank...
View ArticleRE: Tee Section Cut Of W Shape
I dont know which value is suitable for DMAX DMIN CB etc parameters for my steel structure design using code BS5950 1/2000.. and also tell me which parameters i should select for steel structures
View ArticleTee Section Cut Of W Shape
STAAD.Pro 2007.09.31 shows the following error during analysis: 10973. 645 TABLE T W200X21 *** STAAD.Pro ERROR MESSAGE *** T SHAPE FOR W200X21 IS NOT AVAILABLE **ERROR- IN READING MEMBER...
View ArticleSTEEL STRUCTURE DESIGNIN
I dont know which value is suitable for DMAX DMIN CB etc parameters for my steel structure design using code BS5950 1/2000.. and also tell me which parameters i should select for steel structures..
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