buckling analysis
I need some help in performing buckling analysis, I saw the following problem:1- structure deflection increased tremendously.2- no buckling shape appear in the post processing.(Please visit the site to...
View Articlecreate user table in staad
I'm using the "create user table" in Staad Pro V8i to make general sections and specifically the "create profile polygon option". I'd like to be able to save these sections for use on other Staad...
View ArticleHOW TO ASSIGN TIE BEAM IN A BUILDING MODEL?
Hello Everyone,I noticed that in STAAD Pro when I use to analyze and design a building model all the floor beams at different levels are considered, considering the fact that all the floor beams are at...
View ArticleCreating DXF from RAM SS
Is there a way to export a DXF of a framing plan in RAM SS? Is this through modeler of RAM Steel Beam?
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Design of composite steel beams
Good day, I have used Staad to model a composite slab and design the beams supporting this slab. However, upon completing the steel design in staad the design results presented are very strange. All...
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How to create the profie
hello, is it possible to create and analyse a section as shown below in staad.pro ? could you please suggest a method to model this?thanks in advance.
View ArticleIOSTAT = 59
Hello,I keep having the following message when applying tangential stresses to plates. **ERROR** BAD ELEMENT LOAD INPUT LINE FOR REFERENCE LOAD CASE 10311 0 LX 2 / "1 0 LY 2 "...
View ArticleHigh value for moment shows in result
Dear all,Please find the attached models. I analyzed the frame for operating condition with deflection. But it shows some beams fails in deflection also support reaction moment values seems very high....
View ArticleUtilisations
Probably an easy answer to this !When I want to print the Utilisation Ratios for my Models, STAAD seems to list the oder based on the Member Numbers.How can I print them in the order of the Highest UR...
View ArticlePlate and beams Specs
Dear's:When we are assigning releases at certain nodes of plates and beams, Is that being conducted for the global or local directions of these nodes.Regards.
View Articledesign Challenges in STAAD.pro
Hi STAAD Support Account Number: 1003574290 WML Coast I have picked up two issues that I would like you to clarify / comment on please : When doing a design check on a Class 4 angle strut (...
View ArticleReference Load is not supporting Hydrostatic Plate loads.
I am not able to assign Hydrostatic Plate loads in the Reference Load Definitions load cases.I am using STAAD Pro V8i(SELECT series 4) 20.07.09.21
View Articledirect analysis with tension members
Good dayI have modeled a structural steel frame building and analyzed it using the direct analysis method, however I have received a few warnings and I would like to know the relevant of these as well...
View ArticleERROR AT JOINT
Hello guys.I got this problem on a structure I am working on. STAAD keeps showing error on node ## Direction = Mx , My or FxI tried releasing the beams attached to the nod on the given direction but...
View Articleslotted holes in the member
dear allgood day.I have a questionthe structure which i am going to model it has slotted holes in some members,how can i make modeling for these holes ,thanks
View ArticleCHECK RESULTS CAREFULLY, LOADS MAY HAVE BEEN LOST *** ERROR *** ABOVE COMMAND...
i have analysed a structure and have got 1 error that says check results carefully loads may have been lost. please help me. i have attached my model as well.(Please visit the site to view this file)
View ArticleError at Joint STAAD
Hello friends. I am trying to design a structure and I keep on stumbling on the same error over and over again. The analysis keeps showing Error at Joint on Direction = Mx/My/Fx/FzWhen I try to release...
View Articlestaad pro v8i s5
Hi i hope you all are fineI hope that someone can help me to solve this problem. I got error note in the output of staad pro v8i s5 saying that zero length is detected in a member load what will be the...
View ArticleTension members in Staad
Good Day,I have attempted the direct analysis method on a steel structure I have to design, however I have the following queries as it relates to the effect tension only members will have on the...
View ArticleStaad Foundation Advanced
Can someone please check for me?I amstill new to this software. The file ran the analysis but it did not give me the design reinforcement outputs.
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