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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: STAAD pro Text Editor
Ok, so The STAAD Language is kind is an own language? or it is based in another language?
View ArticleSTAAD pro Text Editor
Does anybody knows which language is supported by staad in the text editor? I'd like to review file using Sublime text editor and i'd be nice to see which language fit bests in order to highlight...
View ArticleRE: Ram Elements - Moving Loads
Moving loads won't been in the first release, but they will get added to STAAD(X) a little later.
View ArticleRam Elements - Moving Loads
What is the fastest way to model moving loads in Ram Elements? I would appreciate any help.Thanks,
View ArticleRE: Microstran Integrated Connection Design
I don't see any way to precisely model a beam to girder connection with a sloped girder in Microstran (with Limcon) or using Ram Connection. It's fine to model beams that are sloped slightly into a...
View ArticleMicrostran Integrated Connection Design
I have been using the steel connection design feature in Microstran and have run into a hurdle when attempting to select the web side plate connection. Please find the attached sketch showing what I am...
View ArticleRE: Error inFLOOR LOAD CASES
Mr.DSanju,,(Please visit the site to view this file)Please find attached the file and the version is SS 20.07.10.41. Will it be sensitive to the version?Kindly check the point where I went wrong and...
View ArticleRE: bridge with displacement loads
Please change your SUPPORTs from PINNED to ENFORCED BUT as shown next and the analysis should work. ... SUPPORTS *31 32 37 38 PINNED 31 32 37 38 ENFORCED BUT MX MZ
View Articlebridge with displacement loads
[View:/cfs-file/__key/communityserver-discussions-components-files/5932/bridge-diplacement-load_5F00_TEST_5F00_.std:940:0]
View ArticleRE: Staad deployment - set base unit to Metric
Please usemsiexec /i "<msi name.msi>" /qr /log <log file name> ALLUSERS=1 BASEUNIT=2 INSTALLDIR="<installation folder>" SELECT_SERVER="<SELECT server name>"...
View ArticleStaad deployment - set base unit to Metric
How can I change base unit as metric when deploying staad SS6 as an silent istall. I use command line InstallSPro.bat stpst20071133en.exe /Anna
View ArticleRE: Shear wall design
Yes, shearwall design in STAAD.Pro as per IS 456 ignores dynamic load cases and designs based on the static cases
View ArticleRE: Warning message
There is no such direct way to find out the list of members for which the L/d ratio is less than 2.5. Either you can design all the members and go through the output file to check this condition. Else...
View ArticleRE: COLUMN DESIGN RESULT ISSUE
The column dimension is 230 mm x 900 mm. The program faces problem in distributing the bars evenly along all the sides of the column. The better solution will be to distributing the reinforcement along...
View ArticleCOLUMN DESIGN RESULT ISSUE
Dear All,I have symmetrical 4 column in building. I have design column for load case No. 6 and 7.Details of four column Members are as followsCOLUMN1 - STAAD MEMBER 287 to 289COLUMN2 - STAAD MEMBER...
View ArticleRE: joint weight load
Dear sir DSANJU First of all thanks sir Actually sir I know . how are apply the joint weight but my question is this file is designer. how he can applied load different nodes and different applied load...
View ArticleRE: joint weight load
Sorry. I am not able to understand your requirement. I would be better for me if I can talk with you. Can you pleas provide your mobile number? I would like to discuss this with you.
View ArticleRE: joint weight load
Dear sir DSANJU give me your email id : i am send structural designer file and you clear my concept what i am saying
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