RE: Large model
Hi Learning Engineer,1. Yes, the appropriate results will be achieved with the plates meshed. The mesh size should be chosen in accordance with your engineering judgment. Say, for 10x10 meter plate,...
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About UBC Seismic Load
Is there anyone tell me why the following error appeared? the attached is the staad pro file.[View:~/cfs-file.ashx/__key/communityserver-discussions-components-files/5932/for-MVXR-MK4.std:690:0]
View ArticleCantilever Plate Girder FE model
Hi,Please see attached model for a FE model of a plate girder with fixed support conditions. In addition to static analysis I am also trying to understand the modal behaviour. But I am getting error...
View ArticleRE: how to design slab in staad?
I had the same question. Thank you very much for clearing that to me. I have another question. If I want to design only the beams and columns then will adding the slab weight as dead load suffice?
View ArticleRE: RAM Concept - Deflections Question
Modeling a design strip in an isolated critical area only will likely not result in accurate load history deflection results. The problem is that the load history deflections are based on a cross...
View ArticleRE: About UBC Seismic Load
Since joint weights and self weights should be given as mass. Remove the sign convection and try
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Corridor Design Stage
HiI have just "Default Design stage" template to choose for my corridor. Is the templates .xin depended? Because I am using .xin file coming from my country´s Bentley user-group. If it is .xin...
View ArticleRE: RAM Concept - Deflections Question
I thought the long term deflections included elastic deflection. Essentially LT = Elastic + Creep/Shrinkage Deflections?
View ArticleRE: How to enable Concrete design in STAAD.pro?
Hi, SirYou should perform Analysis first. If you have performed it, you will find the concrete analysis is accessible.
View ArticleRE: About UBC Seismic Load
All the nodes of your model have the same Y coordinate as the supports. So, there are no nodes above the base of the structure on which to distribute the base shear. In the UBC code, you will find a...
View ArticleRE: Problem with load case
After you entered the value, did you assign the load to any plate? Are you encountering any error message when you run the analysis? Can you attach the model?
View ArticleRE: How to enable Concrete design in STAAD.pro?
Okay, that's good newsbut what about steel ? It's accessable
View ArticleRE: Cantilever Plate Girder FE model
It seems that the thickness of the plates is too small in your model, Currently, it is entered as 0.02 mm. I guess you would need to use 20 mm instead. Please check and change those values and the...
View ArticleRE: RAM Concept - Deflections Question
The long-term deflections do include elastic deflections. The problem with the strip based method is that the cracking and long term effects are calculated in a single direction at a time. It is not...
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How to enable Concrete design in STAAD.pro?
I am new to STAAD pro and I faced a thing that concrete analysis is inaccessible.Is it that I should install some additional software or codes to STAAD?
View ArticleRE: RAM Concept - Deflections Question
I couldn't upload an example RAM Concept file, is there another way? I guess the best/most accurate way of looking at deflections is by using the Load History Analysis...
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