multistorey building
hi,thanks all for your answer..tomorrow i will give the design result to y supervisor but it takes more than 19 hours till now , can anyone run my model and give me the reinforcement result of columns...
View ArticleRAM Elements, STAADX
I have been a user of RAM AdVanse, RAM Elements from the time it was introduced by RAM International (before Bentley). I was always very satisfied with this software and support from RAM...
View Articlemodelling beam fully connected to base along its length in staad
I am trying to model a box type structure made with beams in Staad Pro. The box is fully welded construction with plan bracings and vertical bracings. If I consider the support only at end...
View Articlemultistorey building
this is my model ... does the concrete and reinforcement are logical ??(Please visit the site to view this file)
View ArticleWTee bracing check error.
Hi guys,Wish I could insert screen shots here. Hope my description is clear enough.I have a Staad model of a 9 story steel tower with diagonal bracing in one direction and V bracing in the other...
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Profile table for section is Empty, STAAD.Pro Problem
How to solve this error ?Please help.Thank you very much.
View ArticleMATRIX BANDWIDTH PROBLEM
Hi,I have some problem in my STAAD model, "matrix bandwidth error" is coming. I don't know clearly whether the problem is due to the internal memory of my computer configuration or due to my STAAD...
View ArticleLoading
What is fixed end load...Where we should apply this load....Please explain it......
View ArticleHow To get Proper Result in Staad Output Viewer or Report or Staad Editor.....
When I insert any Large value in staad it automatically convert it into E+008 Form.I want my values to see as I entered.Suppose I enter a value 645673828.But in Staad it show me as 6.45673E+008 in...
View ArticleEgyptian Steel Code (ECP205 - 2001)
Hello All, I am using STAAD pro to model and design steel structure building using ECP205-2001my structure consists of Cross I beam columns 900mm depth , tw=20mm , flange width = 40cm , tf = 38mmalso,...
View ArticleRAM Elements Foundation Module - Import Loads
I'm a long time RAM user, but first time Ram Elements foundation module user. I started with a RAM SS file, imported the full model into RAM Elements with DL, LL, Wind, and Seismic loads, generated...
View Articlesave/restore option
In GT strudl - save/restore option for large type of model.is there any option in staad pro?
View Articlechange commnad
After check code command, can i use perform analysis and change command for another set of load combination.?
View ArticleHow to model Property for Structural Roof Deck Diaphragm
I am trying to accurately model a gable roof with a structural metal roof deck that acts as a diaphragm. Ultimately, I'd like to take forces from my STAAD model to design the structural metal roof...
View ArticleBest way to model a wire?
Hi, I'm quite a novice user of the bentley software,I was wondering is there a particular method in one of the software packages (ideally staad - as i'm most comfortable with that)) that would be best...
View ArticleTorsion value too high, increase member size
Do I really have to increase member size for column whenever the torsion value is too high?
View ArticleMember properties for web tapered sections in open staad.
In open staad how to get member properties for web tapered I sections?
View ArticleSupport reactions
Dear experts,I'm trying to design a truss that is holding glass panels, but the problem is that the support reactions are too much.can you please help me fix this ?
View ArticleCanadian code Beam Length Design Error
Hi everyone,I have an industrial open steel structure model which to be Designed as per Canadian Code. All Beams which is broken into pieces (for intersecting beams) are not designed correctly as...
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Staad foundation Advance Error
hi, Every time I have to open my installed Staad Foundation Advance it shows an error, here it is how can I solve this,,,, thanks
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