RE: how to identify existence of release in a member using OpenSTAAD C#
Use "Property.GetMemberReleaseSpec". See OpenSTAAD help for more information although the documentation for this particular function is beyond bad.
View Articlehow to identify existence of release in a member using OpenSTAAD C#
Respected Sir/Madam i would like to know, how to identify existence of release in a member using OpenSTAAD C# Kindly help.
View ArticleRE: Tension member end release for double angles
Thanks Tank. I made those changes to the model, and the errors went away. The only error now, is related to the UBC wind loads. I'm still in the process of modeling everything....however, I am new to...
View ArticleClik here to view.
Tension member end release for double angles
I'm in the process of modeling a typical single-level pipe rack, and my last bay consists of double-angle bracing (tension only members) in the longitudinal direction. During Analysis, it's giving me...
View ArticleRE: Reinforcement bar in midde-strip and column-stripI
Thanks Mr Seth for you answer a lot
View ArticleReinforcement bar in midde-strip and column-stripI
I have a question and need help. We can sum quantities of reinforcement bars in middle-strip and reinforcement bars in column-strip to put them at column. I am using full-width strip
View ArticleRE: how to identify existence of release in a member using OpenSTAAD C#
Sir i have tryed but unable to get
View ArticleClik here to view.
RE: STAAD FOUNDATION
I would suggest you to use STAAD.foundation 5.3 from STAAD.Pro interface as shown below:
View ArticleSTAAD FOUNDATION
Dear Sir,In our earlier version of STAAD Pro V8i, Select Series 5 the basic STAAD FOUNDATION was functioning without any licencing problem.After updating our STAAD pro v8i, to SELECT SERIES 6 the STAAD...
View ArticleRE: Issue with governing load combination for steel member design
Can you please send us the model?
View ArticleRE: concrete cracking modifiers in STAAD Pro. V8i
Yes, STAAD considers them for the analysis. To find out if they are actually being used, create a copy of the model in which the property reduction factors have been specified. In the copy, comment out...
View Articleconcrete cracking modifiers in STAAD Pro. V8i
Hi FolksSeeking technical support to know either STAAD Pro. V8i take care the effect of concrete cracking modifiers under specification menu. I know how to define the property reduction factor in...
View ArticleRE: STAAD Error
I think SR # 7000443847 was created for this. I would suggest you to put this model in drive where you have more than 50GB space and then analyse.
View ArticleClik here to view.
STAAD Error
What causes the following type of error? I got this when analysing with the Advanced analysis plus engine. Please help. Thanks in advance.
View ArticleConfliction between Direct analysis method and Dynamic loads ..
Error in solver happened when i defined direct analysis with dynamic load combinations .. how can i solve this taking in considration that i defined dynamic load combinations without repeat load or...
View ArticleRE: STAAD Foundation Advanced v. 7.2 customize quick access toolbar
Can you please right click on the program icon and choose the option "Run as Administrator" and customize the icons?
View ArticleRE: STAAD Foundation Advanced v. 7.2 customize quick access toolbar
I have right clicked on the program icon and have chosen the option "Run as Administrator" and customized the icons. Now what?
View ArticleRE: Tension member end release for double angles
KP, glad I could help. Another issue I saw, though not a major one, is that you released all moments at both ends of the longitudinal beams. That's introduces a possible instability. Imagine apply a...
View ArticleRE: STAAD Foundation Advanced v. 7.2 customize quick access toolbar
Now, check if that added is remaining in the quick access toolbar.
View ArticleRE: how to identify existence of release in a member using OpenSTAAD C#
Sorry, I don't know C# so I don't know how much help I can be. I was hoping it was just a matter of pointing you to the right OpenSTAAD function. One thing I would suggest is examining the data types...
View Article