Back to back sections and member offsets
Good day.I'm trying to construct and analyze a support structure in STAAD that has 2 (two) types of back to back sections and will be mounted on columns. Though my model can proceed with its analysis...
View ArticleRE: SS5 vs SS6 AISC 05 code design
Kris, for some reason I could not attach the file but anyways this is a beam where one of the flanges is 12"x2" and the other one is 6"x1" and the web thickness is 3/4". The total depth is 60". For...
View ArticleSS5 vs SS6 AISC 05 code design
Dear All Today i got surprised by seeing the stress ratios of my staad file. All members are hotrolled steel section and very much passing in ss4 or ss5 version with AISC 05 unified code now same...
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RE: How do I check for Staad V8i updates and where do I download any patches?
If you are connected to internet, you can get the news of the latest release as shown below:For downloading the software, please refer to the following...
View ArticleHow do I check for Staad V8i updates and where do I download any patches?
How do I check for Staad V8i updates and where do I download any patches?
View ArticleRE: Hydrostatic Loads in Ram Elements
Shell loads in Ram Elements are limited as you noted. You can mesh the shells into smaller pieces to model a stepping load which is usually sufficiently accurate, but using STAAD.pro is another option....
View ArticleHydrostatic Loads in Ram Elements
How do I apply a hydrostatic load to a wall (modeled with plates) in Ram Elements? It looks like my only options are uniform pressure, temperature load, and distributed loads along the edges of the...
View ArticleRE: The distance between weld line and bolt line in beam to girder connections
The SCI Advisory desk confirmed that we should be using the larger eccentricity like AISC. We will make the change for the next version. Thanks for notifying us.
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The distance between weld line and bolt line in beam to girder connections
Hi,Firstly I'm sorry to repeat this question, but I hope I can clarify my question here.it is about the (Zp) distance between weld line and first bolt line in beam to girder connections using the...
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Unique Condition at EOS Modeling Advice
I was wondering if I could get some advice on modeling this particular situation in the attached image.The slab extends to the edge of the wall when it is over a wall, but between walls the EOS stops...
View ArticleEquivalent steel section for joist girders
I am not able to analyse structure with joist girders with ASCE properties assigned in STAAD. When I searched it is told that you cant carry out analysis with those properties assigned for joist, you...
View ArticleRE: FORCE FOR COLUMN DESIGN
Answer awaited from Team bentley. Kind let me know if you want any additional inputs. Regards, PN
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FORCE FOR COLUMN DESIGN
Dear All,Kindly go through attached staad model. For design of column member number 229 staad givesPu = 2937.94Mz = 284.05My = 13.5In post processor My value of 13.5 is not appearing.Please help to...
View ArticleSTAAD Foundation Advanced: Machine Foundation Wizard
Hello.I am a Grad student and I need to design a foundation for a centrifugal and reciprocating machine. I have generated a model for each using the machine wizard of STAAD Foundation Advanced. When I...
View ArticleRE: Offset vs. Rigid type of Master/Slave
Additional question: Why doesn't the model show a warning regarding the disjointed geometry?
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Offset vs. Rigid type of Master/Slave
Dear All,Reference to this topic http://communities.bentley.com/products/structural/structural_analysis___design/f/5932/t/43424. It’s mentioned that in order to achieve the analysis model for the below...
View ArticleError in analyze...Load cases
Hello siri have a problem in analyzing my 5 floors building...i have errors every time i make analyzing any one can help me??Error: **WARNING - UNEXPECTED COMMAND IN LOAD DATACHECK SPELLING AND ORDER...
View ArticleRE: STAAD Foundation Advanced: Machine Foundation Wizard
Yes. At this point of time it checks the performance of the machine foundation. It does not design the foundation.
View ArticleRE: SS5 vs SS6 AISC 05 code design
Using the dimensions you have mentioned, Iy of the larger flange = 288, Iy of the smaller flange = 18, Iy of the web = 2 So, if the larger flange is in flexural compression, (Iyc/Iy) = 288/(288+2+18) =...
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