Do Staad.pro Can Analyze Structure with Flat Slab?
Hi everyone can somebody already design Structure with flat slab in Staad.pro?Thanks
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Differential Result in STAAD version.
STAAD SS5- 20.07.10.64 & STAAD SS6- 20.07.11.45design Code : IS800 : 2007analyzing the same file in these two version show different Bending moment results. the sections is passes in SS6 and Fails...
View ArticleOpenSTAAD 1.0 Type Library
In the StaadPro V8i SS6, I can not find the "OpenSTAAD 1.0 Type Library" to add reference. There is only OpenSTAADUI. It causes my programme in VB.NET can not run the old code:Dim objOpenSTAAD As...
View ArticleRE: composite beams design using IS800:2007
The composite beams or the composite deck design facility in Staad is only available for the AISC Code. For more information on the composite section design in Staad you may refer to the chapter no....
View ArticleRE: composite beams design using IS800:2007
As you have confirmed that STAAD is supporting composite beam design using AISC. but when we are using the IS800 : 1984 design code the composite beams are showing the results. Are these results with...
View ArticleISM Version 5.0 Capabilities and Limitations
Following the release of ISM Version 5.0 in September, I have noticed that the last update for the ISM Capabilities and Limitations page was in June of this year and therefore I presume that it does...
View ArticleHow would i know the day that STAAD purchase?
I just want to ask on how can I know when did a company bought a license?
View ArticleRE: pre engineered building according to eurocode
The design of tapered sections as per EC3 has not been implemented in STAAD.Pro yet. Eurocode 8 is implemented in STAAD.Pro while EN 1993-1-4 part is not implemented.
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RE: Enforced support
You can use the SUPPORT DISPLACEMENT load at the enforced support.Also find the attached model.(Please visit the site to view this file)
View ArticleEnforced support
I would like to model a spring support with displacement. Can this be done in STAAD?
View ArticleRE: composite beams design using IS800:2007
Hi, Although IS IS800 : 1984 code delivers the design results in the output file for the composite member system but here the design is simply done for the steel section, the concrete section is simply...
View Articlecomposite beams design using IS800:2007
we are using latest version 20.07.11.45 Build of SS6.using Deck generation method for composite Slabs. using code IS800 :2007 LSD & WSD , design of composite beam is showing ' WARNING: DESIGN OF...
View ArticleRE: pre engineered building according to eurocode
i neeed to design PEB with tapered section with staad pro .I want sich from eurocode to american codes so what are the American codes that you suggest to use for wind load autommatic generation ,steel...
View ArticleRE: PRE ENGINEERED BUILDING
In the latest STAAD.Pro version (build 20.07.11.45) you may use ASCE-7-10 for seismic and wind load generations and AISC 360-05/10 codes for tapered square and round tube shapes as well as tapered...
View ArticlePRE ENGINEERED BUILDING
hi !!i neeed to design PEB with tapered section with staad pro .I want swich from eurocode3 to american codes so what are the American codes that you suggest to use for wind load automatic generation...
View ArticleRE: pre engineered building according to eurocode
Check the answer in this forum post: communities.bentley.com/.../347951
View Articlepre engineered building according to eurocode
Hi 1-Can i design PEB with tapered steel beams according to eurocode 3 using staad pro .with taking in account 1993-1-5 ,1993-1-3 and 1993-1-8 in a safe way ? 2-is the eurocode 8 for seismic...
View ArticleRE: ISM Version 5.0 Capabilities and Limitations
The ISM Revit link still only exports reinforcement from Revit to ISM, not vice versa. It's been requested a few times and I'll add you name to the list. I'm always curious how far you plan to take the...
View ArticleRE: Do Staad.pro Can Analyze Structure with Flat Slab?
You can model slabs of different thickness in STAAD.pro and still export the model for final design to Ram Concept, but if it were my model I would probably just use a single thickness simple slab in...
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