RE: Openings in webs of UB to SCI P355
Thanks. We will investigate updating beam web opening for the latest Eurocode.
View ArticleOpenings in webs of UB to SCI P355
Will RAM be updated to design web openings to the latest SCI P355 publication?I've found the RAM design restrictive with the clear spacing between openings limited to the depth of the section. Even...
View ArticleRE: OpenSTAAD 1.0 Type Library
Thank Suro, It worked as your suggest, but it is really inconvenient. I have to find the way to hide staadpro process in background. I still like the previous link method.
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: JOINT WEIGHT
Dear sir iam design counter fort retaining wall in bottom thickness is 500mm and top thkness 300mm so how i can use plate thickness different shape.but plate thickness is uniform
View ArticleJOINT WEIGHT
How we apply joint weight in structure.(THIS TYPE)LOAD APPLIED EXAMPLE iam used indian codesJOINT WEIGHT13 WEIGHT 46.9814 WEIGHT 48.315 WEIGHT 42.99616 WEIGHT 42.54717 WEIGHT 44.45318 WEIGHT 50.26319...
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Runtime eror program: c:\ProV8i ss6\STAAD\Staadpro.exe abnormal program...
Hi all,Present I'm using STAAD.Pro SS6 20.07.11.45. But when i import file (*dxf) form snapnode\beam -> import.Then the software appear notify as bellow.Please help me resolve this problemThanks...
View ArticleRE: SHEAR WALL ANALYSIS AND DESIGNSSS
You have not attached that file. Please attach it.
View ArticleSHEAR WALL ANALYSIS AND DESIGNSSS
HELLO I AM USING STAAD SS6 FOR MODELING AND ANALYSIS OF STRUCTURE. FOR MODELING I AM USING BUILDING PLANNER MODE WHILE APPLYING SHEAR WALL I AM ABLE TO SEE SHEAR WALL IN RENDER VIEW.NOW FOR THE...
View ArticleRE: STAAD ERROR
Please refer to the attached zip file. You can see the model analysed without the error.(Please visit the site to view this file)
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RE: Code check for composite beams in STAAD
I have a follow up question on this. Does the code check on composite beams using CODE LRFD check deflection (assuming the necessary parameters are input)?
View ArticleCode check for composite beams in STAAD
Is it possible for staad to perform a code check on composite members? When I perform the code check, the ratio comes up as zero for all composite members that I have input. I have the following...
View ArticleRE: How to customize report of mat foundation?
I got slab reinforcement only . how i will get beam details?
View ArticleRE: Offshore structure seismic design in STAAD PRO
Are you using STAAD Offshore, or just STAAD.pro? Do you have access to SACS?
View ArticleOffshore structure seismic design in STAAD PRO
Hi,Can anyone tell how to do seismic design in STAAD PRO for offshore structure i.e. Pipeline End Manifold (PLEM)? Which seismic code to be consider in STAAD PRO for Burma/Myanmar region?Is there any...
View ArticleRE: How to customize report of mat foundation?
Please check the calculation sheet. It should report details of beam design.
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RE: How to customize report of mat foundation?
Just wanted to add that please ensure that you are designing the beam first by using the Beam Designer option as shown below and then the calculations would be available
View ArticleWhat deflection is staad using in the deflection code check?
I have been trying to check deflections using the code check in STAAD and I am getting an unexpected error. I have been using the following parameters in the code: PARAMETER 3CODE AISC UNIFIEDMETHOD...
View ArticleRE: How to customize report of mat foundation?
I am using staad foundation advance v8i. I have only one option design parameters in place of slab and beam designer.
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