PV Solar panel wind analysis in STAAD
Hello friends!1) Slar panel module of dimension 1.9m x .9 m is mounted over the the 12 m building . I need to support 5 panel each 24 kg using 3 vetical support using 3inch hollow pipe 40mm...
View ArticleRE: RAM Connection v10
What version of Ram Connection are you using (and what code)? I checked Ram Connection 11 with AISC 360-10 LRFD and I'm seeing Vb calculations related to various sections but not D-33 or D-34, see...
View ArticleRE: RAM Elements v8i, release 13.2
From the CONNECT editions of our software onward, a software update service will be in place via the Bentley CONNECTION client. With V8i and prior versions, updates only happen by logging into our...
View ArticleRE: STAAD Foundation Advanced - conversion
You can drop it onto our ftp site or use the Secure File Upload link (also below left) and follow the instructions to send us a large file.ftp site - You can drop the file onto our ftp site below, then...
View ArticleRE: STAAD Foundation Advanced - conversion
Sent file by Secure File Upload link.filename: NS Pipe Bridge foundation Rev D JRD072214.zip
View ArticleSTAAD Foundation Advanced - conversion
I am having difficulty with the "Conversion" of a STAAD Foundation Advanced file from an older version to the latest version 7.2. The file is too large to upload. Please advise on how to upload the...
View ArticleIssue with governing load combination for steel member design
Hi all,I have an entrance steel structure which is modelled in Staad pro. The member design has been done using Staad pro itself for basic load combinations as per BS code. With TRACK 2 option, the...
View ArticleRE: CODES used in staad pro V8i (select series 5) analysis
Hi, If it is not supported for onshore skids, is it possible to use the same code for Offshore skid analysis..? Thanks...
View ArticleCODES used in staad pro V8i (select series 5) analysis
Hi,I would like to know which code to be used in structural (onshore skid) analysis in STAAD PRO.Currently I'm using AISC 360-05 (AISC UNIFIED 2005).Thanks...
View ArticleSeismic qualification of Steel structure- requirements
Sir,I recently started working on Seismic analysis. My question is for qualifying the steel structure seismically what output parameters i need to check ??From my understanding one check is to see the...
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SELX/SELY Concrete Wall Russian Code SNiP 2.03.01-84*
Hi all!Could you please, clarify about above design parameter. For example, height of concrete wall is 3m and its divided into 6 parts (each 0.5m), so for each part SELY shall be 3m or 0.5m?Happy New...
View ArticleRE: Steel Roof Truss Design.
For code checking to BS 5950-1:2000, please use the batch mode instead of the Steel Designer. This module has been used the most and hence a lot of testing efforts have gone into the batch mode module....
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Steel Roof Truss Design.
Dear All Expert,I am trying to design simple steel roof truss using British Code BS5950.I also trying to use steel design to check or design my member size whether sufficient or not to handle the...
View ArticleRE: Query on BS5950 post processing design
Please do not use the Steel Designer for BS 5950 design. Use the batch mode instead. The answers below pertains to the batch mode of design. Answer to the First Query: STAAD uses Annex B to calculate...
View ArticleQuery on BS5950 post processing design
Hi, I'm new to STAAD and am attempting to use the post processing design function. I have a couple of queries about the design parameters and how to set these.First query concerns the method of...
View ArticleRE: In Staad Pro Select series 6, Concrete take off considers the steel...
No, it is not considering the stirrups.
View ArticleIn Staad Pro Select series 6, Concrete take off considers the steel quantity...
When checking the output Staad shows the following:(FOR BEAMS, COLUMNS AND PLATES DESIGNED ABOVE)NOTE: CONCRETE QUANTITY REPRESENTS VOLUME OF CONCRETE IN BEAMS, COLUMNS, AND PLATES DESIGNED ABOVE....
View ArticleRE: Tension member end release for double angles
(Please visit the site to view this file)Attached is the model...
View ArticleRE: Tension member end release for double angles
Tension-only members have their start and end moments released automatically so it is not necessary to specify their release, though in my opinion, if you do that should produce a warning not an error....
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