RE: damping
Structural response to wind is generally elastic and so I think you are fine considering 1% damping ( damping factor 0.01 ) for wind analysis.
View ArticleRE: Weld Design for HSS to HSS Member in Staad
You need to add the SELECT WELD command as shown in the example below PARAMETER CODE AISC WELD ... WSTR ... ... SELECT WELD MEMB 1 TO 10 Having mentioned that, you should also take a look at the wiki...
View ArticleRE: Weld Design for HSS to HSS Member in Staad
Yes, Thanks I finally found the Select Weld. I would Love to use Ram Connection as suggested - but it still does not design HSS to HSS Truss design. When will we get the update that does this ?
View ArticleRE: Weld Design for HSS to HSS Member in Staad
Let me check with the product manager for RAM Connection on that. In the mean time, just wanted to add that Bentley has another connection design product called LIMCON which actually has HSS to HSS...
View ArticleRE: Weld Design for HSS to HSS Member in Staad
Problem with Limcon is that it is not integrated with Staad. It seems like the attempted development of Staad X that has been in progress for the last 8 years is robbing the resources and/or preventing...
View ArticleRE: Weld Design for HSS to HSS Member in Staad
I see your point regarding LIMCON. On a different note, just wanted to add that we are NOT replacing STAAD.Pro with STAADX. There are lot of exciting changes which are coming up in STAAD.Pro this year...
View ArticleWeld Design for HSS to HSS Member in Staad
I am Using the AISC ASD to Check Weld, I have Given Values for Weld, Wmax, WMin, but I can find no listing of welds in output.What do I need to do to get these to list?
View Articledamping
ThanksDear sye I already put there 0.01 damping ratio and send the file to my company . Is it acceptable are not ?
View ArticleRE: Storey Drift Calculation in Response Spectrum Analysis for STAAD Pro
Does load cases with only Wind load combinations gives Storey Drift ?On Wednesday, May 4, 2016, Prof.Mainak Ghosal <mainakghosal2010@gmail.com> wrote:The CommandsCHECK STOREY DRIFT 5CHECK STOREY...
View ArticleStorey Drift Calculation in Response Spectrum Analysis for STAAD Pro
In the video : Response Spectrum Analysis as per IS1983 in Staad Pro. V8i (Dynamic Analysis) by Mr.Anand Paul, it shows Storey Drift can be calculated using Response Spectrum But when I tried...
View ArticleRE: Master Slave command
Hello,1. Section 5.31.6 of Technical Reference Manual will give you direct information about it.2. The reference load used is type Mass, so the same will be used to form the Mass Model within STAAD....
View ArticleMaster Slave command
Hello everyone, I have modeled a two-story structure and realized some irregularities when using the master slave command. When I run the analysis of the structure with the master and slave nodes I...
View ArticleSpectrum Table
If I want to perform Response Spectrum Analysis by using IS 1893:1984,should i have to use a CUSTOM Spectrum Table?From the code book of IS 1893:1984 page no 18 we have to give the value in custom...
View ArticleRE: asARE THESE LOAD COMBINATIONS CORRECT AS PER IS 1893 IN STAAD PRO
Does that mean that when I design a structure for EQ loading I should exclude the load comb. 1.5(DL+LL).
View ArticleIN STAAD FOUNDATION. ADV. , in scheduled drawing , there is no option to...
IN STAAD FOUNDATION. ADV. , in scheduled drawing , there is no option to enter values of checked by ,approved by , drawing no. , approved by etc. there is no option to do so even in " project info....
View ArticleDeflection in the rafters.
Anybody kindly tell, me why i am getting deflection in the rafters above the limit (L/180 = 25/180 = 140 mm approx.), is there any parameter i am missing or is there some other mistake. kindly...
View ArticleRE: Re: American Aluminium Code - STAAD
That's probably just reflecting the scale of usage of steel/concrete to Aluminium around the world. However, with subsea and marine industry, fro time to time we design a fair bit of structure in...
View ArticleRe: American Aluminium Code - STAAD
Hi,I was wondering when STAAD will upgrade their American Aluminium code Check? Currently built-in code check is based on the 1994 version, which is really outdated!!I think the current version is...
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