EN1993-3-1
Hi,Please can someone help me..Is EN1993-3-1 available in STAAD.Pro?I can only see EN1993-1-1 in my Staad.I am trying to specify structural design parameters for a telecommunication tower according to...
View ArticleTorsional design - How to change results from ksi to SI?
Hi everyone,I'm checking the torsional design for a beam but the result that STAAD provides seems to be in ksi regardless the model is in SI (Mton), is there a way to change these results (from ksi to...
View ArticleResponse Spectrum Analysis -Cylindrical Design
Hello, I would like to run a response spectrum analysis on a silo, and technically is only has 1 floor. I defined my seismic definition to IBC 2012 and I created my response spectrum load case detail....
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Deflection of a cantilever beam
Hello,Could you please tell me the difference between Global Deflection and Local Deflection of a cantilever beam and a point is acting at free end?The deflection I calculated using PL^3/3EI of a...
View ArticleA pinned-pinned column deflection
Hello,Can you please tell me how do we find deflection at mid height of a pinned-pinned column subjecting to a point at top?Thank you
View ArticleEmbedded Plate With Studs Design
Does Ram Connections do an Embedded Plate design with weld studs. If not can I add a center row of anchor bolts to emulate the studs welded to the base plate
View ArticleCan Limcon program handle AISC Chapter K and HSS connection designs (Design...
Hi,Can Limcon program handle AISC Chapter K and HSS connection designs (Design Guide 24)Can Limcon integrate with StaadPro V8i SS6, 20.07.11.82?Is there any video or presentation about Limcon product...
View Articlecan ny one provide me the slab design .std file, so i can design my own...
Dear All,Greetings & thanks in advanceactually i properly knows all the command to model and design a concrete slab, the main thing what i am looking for is the use of the commands and data thats...
View ArticleREGARDING POST FAILED IN DEFLECTION
Please help me with this I have modeled a post connected with a beam belowbut when i run the anlaysis the post deflected by more than 4mm.But when i increase the beam size to HEB160 from HEB100 the...
View ArticleSTAAD WARNING: ALL DEGREES OF FREEDOM FIXED
Hi. I am a new user of STAAD Pro. I am currently designing a 12m span beam having a dimension of 400mm x 700mm.While analyzing the the structure, I encountered a warning that says, "WARNING - ALL...
View ArticleDifference in Design results for shear between SS 3.0 and SS 6.0
Hello Everyone,While designing the beams using IS 456:2000 code, in Select series 6.0, it's observed that the shear reinforcement calculated at supports is double the value to that required. For eg. if...
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deflection in z direction
i have side girt c channel in steel building and it is affected with dead load acting on it's weak axis as showni want to know the deflection in z direction due to dead load (staad only show deflection...
View ArticleExisting RCC wall analysis in STAAD
I have to analyse an existing RCC wall. I have the wall dimension and rebar details.How to model RCC in STAAD. I can able to model only concrete as shear wall(surface). But could not add any steel...
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Ring wall foundation design in Staad Foundation Advanced Connect Edition V8i
This is regarding ring wall foundation design in Staad Foundation Advanced Connect Edition V8i (Version-08.00.00.10). There are some mismatches in Inputs For Internal Pressure given as an input Vs as...
View ArticleOpenSTAAD
It seems that OpenSTAAD is registered on my computer, but I get the error..."(10095) ActiveX Automation: server could not be found."I am unable to run even the basic OpenSTAAD examples. Any thoughts?
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RAM Semi-Rigid Diaphragm Deflected Shape
Hello, I have modeled a building in RAM 15.04 with semi-rigid diaphragms. When I run the frame analysis using a dynamic ASCE 7-10 response spectra seismic load case and view the animated deflected...
View ArticleInquiry about house analysis and design.
I am from the Philippines, I have no formal training in using Staad Pro V8i, I 've just learned to use Staad in my present job. Normally, I start my design by inputting the coordinates of the structure...
View ArticleDeflection Check (EN 1993-1-1:2005)
In Steel Structure Design Deflection Check, What are the components or parameter to be considered in Deflection check other than ( CAN, DFF, and DJ1 & DJ2) - TRACK 4. It will give two different...
View ArticleSTAAD.Pro Functionality missing in open.STAAD
Hello all and thanks in advance!I have been recently introduced to STAAD.pro through my company and am having a mildly confusing time trying to compare the commands available in the input command file...
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BEAVA problem error
(Please visit the site to view this file)My modelError trying to generate loads
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