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Help with Slab design report
I don't understand the report, there is 3 type of bar. Which one i select for my design !
View ArticleFinite Element Solver
Is it possible to know which method is being used in solving system of linear equations in STAAD Advanced Solver?
View Article**WARNINGS
How can I fix with these kind of warning note? **WARNING: DEFAULT ENVELOP TYPE 'STRESS' FOR ENVELOP# 2 IS ASSUMED **WARNING- The Load case 1001 is divergent **WARNING- The Load case 1002 is...
View ArticleRAMContainer MFC Application has stopped working - Model Specific
Hi, When trying to analyze my 3D model in Concrete desgin, i get the error RAMContainer MFC Application has stopped working. This IS model specific. I have tried running other models and they work...
View ArticleCold Formed Steel design to EC3
Can StaadPro design coldform steel sections to EC3 part 1-3? if no, when will it be available?
View ArticleRAM Structural Systems - Column length between three stories with no...
Hi There, I have a situation where my columns predominantly span between 2 floors (top of slab on L2 to underside of L3) however in some areas, the levels below do not have slab and the columns are...
View ArticleAutomatic Load Combination Generation
HiI need help in using this feature for automatically creating load combinations in Staad. Pro. How does it work. Cant seem to find too much from the HELP manual.RegardsSriprakash
View ArticleHow should I use dummy members to assign floor loads in Staad?
I am trying to assign floor loads in cantilever part of a building but after analyzing I am getting a lot of errors. Also for seismic load I am having difficulties as well using reference load option....
View ArticleWhen to separate beams?
I am creating a steel structure with I beams. I have to place a downward force on a certain portion of a beam so I created a node at that position and created a nodal force on that node. Do I split...
View ArticleRecommended System Requirements for STAAD?
Can anyone give some insight on recommended system requirements for Bentley Staad Pro V8i - SS6? I am not looking for minimum requirements; but systems specs for a power user.Does it efficiently use...
View ArticleRam Frame
Is there a way to model two braced frames one on top of the other over the height of one floor without adding a completely new floor?
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Is it possible to do connection in RAM connection or Prosteel using IS 800?
Dear all,1. In ram connection, there is no IS800 code is generated for connection. only these codes are possible for connection ref pic 1.?2. So Indian engineers has to use other codes except IS800 for...
View ArticleSteel Angle and pipe structure joint connections
Good day, Please how can i perform or use ram connection either in standalone or Staadpro v8i for steel angle and pipe structure joint connections. That's after modelling steel structure with Angle or...
View ArticleCable analysis
https://www.dropbox.com/s/ufrnueskr3ixrhb/SHADE%20STRUCTURE.std?dl=0Hello everyone,I'm trying to design this shade structure, but i keep getting these errors and warnings, can someone please help so I...
View ArticleWIND LOAD ON TOWER AS API-4F
i just want to add wind loads on my flare stack tower as per API-4F. Total Height 25 meter.Kindly advice how to add in oblique wind loads.
View ArticleLoad values of 1st joint designed retained for every next joint to be design
Hello,I am designing welded moment joints of one of the model according to EN 1993-1-8 (9 single load cases and 13 load combn from 9 load cases) and realized a strange problem.for 1st joint RAM used...
View ArticleTapered Rectangular Concrete Beam
Hi,Could you please tell me what value we enter for F5 (Thickness of top flange) and F7 (Thickness of bottom flange) when modeling a tapered rectangular concrete beam?Thank you.
View Articlemoment joint design according to EN 1993-1-8
Hello,I have doubts in moment joint designed according to EN 1993-1-8.For moment joint beam connected to flange of column, how does the min limit for weld size is decided in weld section?there is no...
View ArticleASCE 10-97 Suspicious Design Results STAAD
Hi Everyone,I have the following structure modeled in STAAD and evaluated using ASCE 10-97. After reviewing some of the results, the utilization ratios are not in agreement with the hand calculations...
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