Effective length-k factor and P-Delta analysis
Dear moderator,I want to design lattice tower (mast). If I run P-Delta analysis (iterative not with Kg), do I need to attribute some effective length factor in the design, since the softening effect is...
View ArticleRAMContainer MFC Application stopped working
When I try to analyze my building in concrete analysis it get a box that says RAMContainer MFC Application stopped working. How do I fix this? I have attached my...
View ArticleLifting analysis with skew loading
Hi,I'm trying to perform a lifting analysis with the implementation of skew load. I.e. i want one pair of slings to take more loads than other. The problem is, I see lots of lateral forces at the hook....
View ArticleHow do I apply IRC loading on bridges & after applying how to combine...
How do I apply IRC loading on bridges & after applying how to combine different loads?
View ArticleWhat is the maximum absolute stress on plates?
What is the maximum absolute stress on plates?
View ArticleHow can I see applied pressure load on a plate due to different loads/load...
How can I see applied pressure load on a plate due to different loads/load combinations?
View ArticleSOFT STORY WARNING
Dear colleagues,I am very new in this forum but I know there are many good people who can help me out.Currently I am designing stilt floor structure and I get this warning " floor levels are not...
View ArticleFatal Error while installing staad pro software
Dear sir/mam,I am unable to install bentley staad pro software due to fatal error while installing Please check the log file attached below and help me to get through it...
View ArticleHow can I apply moments in staad pro?
How can I apply moments in staad proHow can I apply moments in staad pro?
View ArticleHow can I see graphically the resulting loads on each member /plate along...
How can I see graphically the resulting loads on each member /plate along with magnitude?
View ArticleDifferences between the Area, Floor, Plate and Surface loads, and if...
Hi, my understanding to the Surface load is that, correct me if i am wrong, the load will not be transferred to the structural member whereas the floor load is the load you can applied to the...
View ArticleMember Offset
communities.bentley.com/.../Pipe-Rack.pdf Hi,Referring to the attached file, the structure need to be constructed in such a way that many of the members are offset from each others (center lines do not...
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P-small delta (due to member curvature)
Dear moderator,How does the STAAD accounts for small delta effect (due to member curvature not initial imperfection) in the P-Delta analysis?Do I need to add additional joints along the member to...
View ArticleStaadpro
Hi I have downloaded the new StaadPro..I am doing a design with cold formed Steel members ..when I try to edit my section database I get the error which says "Unhandled exception has occurred in a...
View ArticleWhy is staad giving conflicting results?
I modeled a simple slab beam column structure & staad gave different results after a no. of analysis on same loading conditions. Sometimes, the directions of forces was different. Why?
View ArticleHow can I see different loads on a member?
I want to see the actual loads acting on a member with magnitude resuulting from load transfer from other connected members. (please understand I don't want to see the resulting shear forces that I...
View ArticleWhat is meant by intial design in staad concrete designer?
Recently, I tried to design a structure in staad concrete designer, it show the intial design of members as ok but after analysis all members failed.
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unable open the model in previous version
when i use the staad pro version 6 and open the model (.std) which it created with previous verrsion 5, it always say "Staadpro has encountered a problem ...... "what's wrong is it..?
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