RE: RC designer vc staad pro output
Please provide us a few more detail like- the version of STAAD.Pro that you are using, the design code that you are using. You can sens us the .std file along with .Rei_concrete file.
View ArticleRE: Effect of specifying Load Case type
Please refer to the following section of Technical Reference Manual:5.32.4.3 Floor Load Specification5.32.4.2 One-way Load Specificationyou can find the details of Live load reduction.
View ArticleSharing technical papers/ notes
Hi,I am thankful for the people who always offer their expert advises on the short notices.I am wondering if experts can provide me various technical papers and notes on modelling and/ or analysis...
View ArticleRE: Critical Loads Problem with SS5 Update
Can you attach your STAAD file? I will run it in the latest version and see the results. I believe this is a known issue which only affects the reporting in the Member Query dialog box, but I would...
View ArticleCritical Loads Problem with SS5 Update
I am getting some odd values in the Design Strength and Critical Load summary boxes (double clicking on a member and viewing the "Steel Design" tab).The values In the "Critical Load" summary box do not...
View ArticleRE: Modelling for a practical problem in Steel Box connection;
please find the attachment and tell me the solution to model
View ArticlePushover Analysis Parameters
HiI would like to compare two buildings designed using IS 800-2007 and IS 800-1984 based on their seismic performance. I have chosen Pushover analysis for this purpose. Could someone please tell me...
View ArticleSteel Design
HiI have designed a steel building using IS 800-2007 . A few beams have failed . I am not able to identify the reason for this failure pattern. Please help. ( I have attached the staad file )
View ArticleManual Footing Design Using Results from Staad.Pro
Hi All!Attached file is my staad design of 3 storey bldg. I'd like to ask on the procedures of how to design footing using results of staad.pro. I've been struggling this procedure. I am trying through...
View ArticleRE: Steel Design
You need to get you input file correct in the first place. You have used the UNL parameter which is not a valid parameter for IS 800 LSD. For Lateral Torsional Buckling, please use parameters KX...
View ArticleRE: Sharing technical papers/ notes
We are trying to post these in the wiki sections on this website. Please keep an eye on the wiki.
View ArticleSTAAD (X)
We haven't heard much on the STAAD(X) front since the last version was released. Back in December 2008? How is it coming along? When is the next release? How will the capabilities compare to...
View ArticleRE: Manual Footing Design Using Results from Staad.Pro
You may refer to the following discussion:communities.bentley.com/.../97954.aspx
View ArticleRE: Steel Design
Dear Sir,There is no KX or LX option under 'define parameters' for IS 800(LSD). Pls help.
View ArticleRE: Steel Design
Please find the attached screen shot. Which version of STAAD are you using?
View ArticleStaad Pro - Critical moment calculation according to Eurocode 3
Hi everyone!I am analysing a Channel section according to Eurocode 3 and I am finding it hard to understand how Staad calculates the critical Moment (Mcr)The critical moment I get from the program is...
View ArticleStaad Pro - AISC ASD steel design
Hi everyone!Where can I find the expression for the parameters "FCZ", "FTZ", "FCY", and "FTY" in AISC ASD regulation?Thanks!
View Article