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Creating Composite Deck & its Properties
Hello,1. Anyone knows how to apply the same composite deck properties to all deck without doing it one by one? I'm using STAAD.Pro 2006?2. In STAAD.Pro, do I need to create 1 composite deck between...
View ArticlePerpendicular shear wall footing
Good day,How can I best model a footing that support perpendicular shear walls. In these cases the footing would intersect each other and would therefore share one common node. I have tried the GEN...
View ArticleRAM STEEL MODEL QUESTIONS - Iglesia De Dios Church
Guys,Check out this RAM steel model.1. In levels 15.0, 20.0 & 30.0. Do you think I have the diaphragm boundaries set up right? Should I not assume the open area is one big slab opening or make them...
View ArticleIs it possible to change allowable stress value manually in Ram concept
Hi Support Team, please advice if I can change allowable tensile stress manually in Ram concept . Ie in case of small different in tension stress so it will be east to modify the allowable stress to...
View ArticleTransfer force in Plan
In STAAD, we are getting the transfer forces for column - vertical bracing junction, however is there any way to get these transfer forces from plan beam - bracing junction.
View ArticleBeam place at the edge of a rectangular column
Good day!Hi, It is about in beam-column intersection, how can put the beam like in the architectural that it is at the tip of the rectangular column and not in the center of the column in STAAD Pro? I...
View ArticleDesign using Coldform Sections
Hi Members,I want to design a prefabricated G+1 Building using Coldform Sections only, Is it possible to do the analysis in Staad or I should go with any other software?I am a PEB design Er. uptill now...
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Truss Sign Convention in Staad Pro
Hello Everyone,We generally write axial force in tension members as 'positive(+ve)' force, whereas 'negative(-ve)' in compression members of the truss structure.But in staad analysis it was opposite,...
View ArticleSlab concrete Cover
Hello everyone,I'm just a beginner here in STAAD. I'm just trying to learn STAAD mostly from the communities and I observe that most of the Plates are modeled with the Z axis pointing downward so I...
View Article31.64m span intake tower footbridge
Please can the house help me confirm whether my analysis and design is okay. see attached file for the file. Thank you.(Please visit the site to view this file)
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Design Capacities - EC3
Can somebody explain the "m" and "n" values shown in the Steel Design Tab - for example (based on EC3 design code):-I assumed that "m" was probably the uniform moment factor (for the critical load...
View ArticleDENSITY NOT PROVIDED. SELFWEIGHT COMMAND IGNORED.
Good day everyone..Can someone answer my problems in error in Density not provided and selfweight command ignored.* STAAD.Pro V8i SELECTseries6 * * Version 20.07.11.33 * * Proprietary Program of * *...
View ArticleOpenStaad - How to get BeamEndForces Envelope Values
Happy new year to all.I am able to get BeamEndForces per loadcase by using Output.GetMemberEndForces. See my C# code below (still in progress).But how can I get the envelope values?Any idea?Thanks and...
View Articleplease can somebody help me check my design . Please its very urgent because...
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View ArticleSTAAD: Load combination name getting truncated
Hi,When printing load combinations using Report option the load combination name gets truncated (see attached). Is there a way to show the full load combination name?Thanks,Dennis(Please visit the site...
View ArticleIs it possible to turn WARNING off in STAAD output
Hi,Is it possible to turn WARNING off in STAAD output? I have surface elements side by side with each other and I'm getting WARNING below. I know the WARNING does not affect the result or the analysis...
View ArticleISM Connection between RAM Structural System and STAAD PRo
Can RSS models with concrete walls and slabs only be transferred to STAAD PRO using ISM? The intent is to build the geometry in RSS and then transfer the geometry to STAAD Pro using the ISM...
View ArticleBeam Girder connection with channel section.
How to design shear connection for channel section in beam girder category. When I tried, I couldn't find channel section in library to select as a member. RegardsChinmay Gorantiwar
View ArticleProgram Quality Control - User Interface
Dear Sir/Madam,As a product improvement suggestion, someone needs to correct the spelling on some of the dialog boxes. For example, in the Foundation Advanced Module, if you attempt to generate...
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