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Sample 2D Concrete Frame
2D Concrete Ordinary Moment frame with nodal earthquake forces.Version 15 Format
View ArticleAutomatic calculation of effective length factors - A paper by George Tsiatas
Automatic calculation of effective length factors - George Tsiatas
View ArticleVisual C++ Redistributable Packages for Visual Studio 2013
Visual C++ Redistributable Packages for Visual Studio 2013Please use the Download button on the right to start the download. Please ensure that you are logged in with your Bentley login to be able to...
View ArticleAnalysis and Design for Stability-Slides.pdf
These are the slides from the webinar Fundamentals of Analysis and Design for Stability. January 2016.
View ArticleWorking with Flexible Diaphragms in RAM Frame
This is a legacy document written prior to the advent of pseudo-flexible diaphragms which offer an easier alternative for most flexible diaphragm structures.
View ArticleRAM SS - ISM Fix for beam reactions x64
See Left and Right End Reactions reversed in ISM for details. To use the files follow these steps:Make sure you have Ram Structural System CONNECT Edition Version 15.01.00.00 x64 installed but not...
View ArticleRAM SS - ISM Fix for beam reactions x86
See Left and Right End Reactions reversed in ISM for details. To use the files follow these steps:Make sure you have Ram Structural System CONNECT Edition Version 15.01.00.00 x86 (aka 32 bit) installed...
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STAAD.Pro v8i Select Series 6 - Technical Reference Manual
STAAD.Pro v8i Select Series 6 - Technical Reference Manual
View ArticleComplete Secondary Hyperstatic Effects
PTI Journal Technical Paper by Allan Bommer Authorized reprint from: January 2004 issue of the PTI JournalPTI Journal Technical PaperComplete Secondary (Hyperstatic) EffectsBy: Allan BommerCopyrighted...
View ArticleHow to perform cable analysis?
I have a structure that is X-braced with cables. I want to perform both types of analysis: Cable and Code Check for the columns and beams? I don't understand why, but I get slightly different results...
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Sample 2D Concrete Frame
2D Concrete Ordinary Moment frame with nodal earthquake forces.Version 15 Format
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Composite Steel Deck
Good Day Everyone,I attempted to place a floor load on a composite steel deck, and it appears that the floor load does not get placed on top of the slab itself, but rather adjacent to structure in the...
View ArticleGANAPATHY PRAKASH
Dear Sirs,While analysis my structure in SS6, i have encountered the problem which shows "not enough memory for section force calculation-2 ".My Staad file have the primary cases of 1000 nos &...
View ArticleDownload Export beam Design to Excel with sketches (Rev.01)
This is a programmed VBA excel sheet that exports concrete design output into tabular format as well as graphical sketch.just make sure to group each beam in a separate group and run the design on...
View ArticleVariation in Reaction for Self-Weight of the Structure with manual...
I am trying to analyze a 10 storied building with shear walls. First of all I wan't to know whether it is necessary to add self-weight of surface element separately & also I would like to know why...
View ArticleInstability error
I am designing a sump with plate elements. The base supports are compression only. There is always an instability. Is there any way to avoid this? I have attached the STAAD file.
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