RE: size appears different while defining properties of a section
The discrepancy is due to the fact that the dimensions are being displayed in "inch" units inside the Properties-Whole Structure window whereas you are entering the section dimensions in meter units....
View Articlesize appears different while defining properties of a section
sir, when i go to GENERAL>PROPERTY>DEFINE and define values, it gives me some other values of sizes, what should i do? you can see my image file for more understanding. thanks...
View ArticleManuals for Design and Detailing of RCC
This did helped me, also will help everyone too. Please do have a glance. [View:/cfs-file/__key/communityserver-discussions-components-files/5932/concrete.pdf:940:0]
View ArticleRE: Foundation Design with STAAD foundation or foundation advanced
You can do the same using STAAD Foundation too.
View ArticleRE: Foundation Design with STAAD foundation or foundation advanced
Sorry did not notice this follow up question before. Yes column is offset wrt the footing but it should not matter as far the end result is concerned. The only thing that matters for the design is the...
View ArticleRE: Foundation Design with STAAD foundation or foundation advanced
Dear Sir, Thanks for that informative answer. Sir, one more, in my design as typical 2-storey residential house with roof deck, why is the result of footing design do have AST (T) and AST (B)? normally...
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RE: Foundation Design with STAAD foundation or foundation advanced
This is due to a global setting. You can change the settings as shown below
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Foundation Design with STAAD foundation or foundation advanced
Good morning. I currently designing a foundation for an industrial building. due to space limitations in the subsoil, the spread footings must all be eccentric. This is shown below:I have a STAAD.pro...
View Articlewhy select series 6 is giving different design ratio than select series 5?
select series 6 is giving different design ratio than select series 5. I am attaching the staad input file can any one can help me in this regard.STAAD SPACESTART JOB INFORMATIONENGINEER DATE...
View ArticleRE: RAM reinforcement chapter 7.3 eurocode
Hi there. Thanks for your reply. Probably you mean chapter 63.5.7. It is basically saying that we are applying chapter 7.3.4 of the eurocode to assess the crack width wk. But I still don't understand...
View ArticleRE: footing slab on piles modelling using Ram Concept
Hi Bill Zhac, As it is stated atcommunities.bentley.com/.../ram-concept-structure-faq Q:Can Concept design for pile supports? A:Yes. Use either (flexible) columns under, or point springs. Skin friction...
View Articlefooting slab on piles modelling using Ram Concept
Hi there, I modelled a square footing slab on 4 piles using Ram concept "mat foundation", and found the results for the reo are conservative compared with RAPT's. So should I try using suspended floor...
View ArticleRE: Where's "Import from STAAD Loadcase" button in staad offshore version...
Would it be possible for you to check this using another computer and let us know if you encounter the problem on that too?
View ArticleWhere's "Import from STAAD Loadcase" button in staad offshore version 3.0.1.2
Hi, my previous version of Offshore had a button called "Import from Staad Loadcase" but can't see it now in the later version. does anybody know if it has gone or just hidden? it was handy for...
View ArticleRE: Wind Loading for Open Structures
Sye, Thanks for the quick response! This worked perfectly. Thanks again, Chris
View ArticleSeismic Analysis
HiJust wondering if there is any white technical papers available that icludes step-by-step modelling and analysis procedure for seismic analysis, ideally for steelwork and RC buildings. Ideally...
View ArticleRE: RAM reinforcement chapter 7.3 eurocode
If you have a different version of the program then the manual section numbers can be different. I was referencing the v6 manual, in the chapter "EC2 Code Implementation" 7.3 can certainly control the...
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RE: Incremental Deflections in RAM Concept
Sure, open the last step deflection plan. Then go to the plot options, and for the second edit box, diff layer, select the load history step you want subtracted. Here are some more details:
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Incremental Deflections in RAM Concept
Hi,Firstly thanks a lot for your active forum.I want to know how to get the incremental deflections plot in RAM Concept. It is defined as the deflections that occur after the installation of brittle...
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