RE: Pile Cap Design per Eurocodes
Sye I dont understand how there are no plans for this. I mean, this is purely out of frustration. Europe is such a large market and you dont have any plans. I see that you guys have implemented the...
View ArticlePile Cap Design per Eurocodes
HiWhat is the plan with regard to launching pile cap design module for eurocodes. Is this on the cards. How long will it take. I need this urgently for a large project I'm working on. Is there any...
View ArticleAsking about the steel permissible area
I am designing a concrete Beam in Staad Pro V8i, when I run the analysis, the output shows the required steel area and the maximum steel permissible area. I just want to verify if the "maximum steel...
View ArticlePushover Analysis
In STAAD.Pro, is it possible to do the Pushover Analysis for a RC Structure ?
View ArticleRE: RAM Concept - reporting of shear rails possible error
We saw a problem like this when some specific Ancon properties were specified that deviated from the default SSR system (Re: #200481). That was resolved in the latest CONNECT edition, version 6.0 so...
View ArticleRE: when to take fixd support and when to take pinned support.
A fixed support will not experience any rotation at the base node, hence columns above can experience base moments. A pinned support is completely free to rotate. The decision about which to use is...
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RE: How to choose which Loads are in Envelope results?
First of all, if the loads are defined within a STAAD.Pro file, it is not possible to exclude these from the analysis unless you do one of the twoa. Comment out these cases from the input by putting an...
View ArticleRE: Truss building frame analysis
I would suggest using partial 99.9% partial moment release in this case.
View ArticleTruss building frame analysis
Dear All, I am trying to design a truss structure for a office building. It would be of great help if any one can comment on my Staad file.Thank you , STAAD SPACESTART JOB INFORMATIONENGINEER DATE...
View ArticleRE: RAM Concept - reporting of shear rails possible error
Just downloaded the latest Concept release v6.0 and its reporting the correct shear rails on the call out. Many thanks Craig
View ArticleRAM Concept - reporting of shear rails possible error
I have been analysing a RC flat slab in RAM Concept and looking at the shear rail requirements around the column heads. I've noticed on the Design status SSR plan that in some locations Ancon Shearfix...
View ArticleRE: when to take fixd support and when to take pinned support.
sir, is there any deflection criteria for the support. for example:- if we are using the pinned support we will get more deflection, which is not the case for fixed support.
View ArticleRE: when to take fixd support and when to take pinned support.
Obviously, the pinned supported member will undergo more central deflection than the same member having the fixed end supports because the in the pinned support case, the rotation at the end is allowed...
View Articlewhen to take fixd support and when to take pinned support.
please someone clarify, when to take fixed support and hinged support. and please tell me what is the difference between both the supports. i know that fixed support will have the moment but...
View ArticleHow to choose which Loads are in Envelope results?
Hi all,I have a model with about 100 Load Results (including Load Types, Loads and Load Combs).I only want to analyze the 30 Load Combs, therefore I need to define an Envelope showing these Load Combs...
View ArticleRE: Moving Load_Are the members designed for worst condition ?
The moving load generator assigns a load case number to each generated case. The first of those cases gets a number that is equal to 1 + the highest load case number that has been specified / generated...
View ArticleMoving Load_Are the members designed for worst condition ?
[View:/cfs-file/__key/communityserver-discussions-components-files/5932/New-Text-Document-_2800_3_2900_.txt:0:0]Hi,I am designing a compressor shelter with gantry loads as moving loads (defined as live...
View ArticleRE: OpenStaad VB.net array question
The code runs fine within vba, however i'm writing a standalone program using vb.net and it does not seem to work. If i use a double type array i would always get "Memor is locked" error. However now i...
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