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RE: How to make sure that which beam comes above or below the other when both...
By default, STAAD.Pro will model beams and slabs at the center line elevation of the respective entities.In other words half of the depth for the beam or slab will be on either side of the elevation at...
View ArticleRE: How to make sure that which beam comes above or below the other when both...
The procedure suggested by Dave is correct. One thing I need to understand from Nasir, if the defining node points are at same level, irrespective of the depth of the beams, their will definitely be...
View ArticleHow to make sure that which beam comes above or below the other when both...
how to make sure which beam comes above or below the other when they intersect ?
View ArticleRE: Staad Weird Pop-up Window
Hi bong2m, I would like to checking your system, so Please contact me using below email. my name is Yujin and email address is yujin.lee@bentley.com. I will waiting your question to me. Thanks.
View ArticleRE: another parametric model question
(Please visit the site to view this file)Thanks Sye.Please see attached model I created parametric model 3 first and then merged it. Then I created model 5 and it picked the common node with model 3...
View ArticleRE: How to create a cantilever slab using beams in staad ?
If you have modeled the slab S1 with a plate mesh, you can model the slab S2 with a plate mesh too and ensure that you have the same number of divisions along the common edge between S1 and S2. If you...
View ArticleHow to create a cantilever slab using beams in staad ?
how can I draw a cantilever slab using beams in staad pro.plz elaborate with an example file .
View ArticleRE: need to Create a icon/button in toolbar so that I can run my Macro's...
I got a confirmation from our development desk that this cannot be done. The icons and toolbar resources are internal to program and so it is not possible to have an individual button for a user...
View Articleneed to Create a icon/button in toolbar so that I can run my Macro's directly...
I have some basic macros to select beams and nodes ... Everytime i'm using Tools -> User Tools to run it.. Instead I want to create a button to trigger that macro. Please help to sort out this problem.
View ArticleRE: Staad Pro to Prostructure.
Are you opening an ISM repository in ProStructures? You need to import the file so that the objects in the model are imported as ProStructures elements.
View ArticleStaad Pro to Prostructure.
while trying to open several problem occurs. staad pro to structure synchronize connect series to Pro structure Power.1- When opening the .dgn file in prostructures, a messages shown asking for...
View ArticleRE: SProStaad MFC application error
The message indicates that the analysis engine is crashing. Please upload the model so that we can investigate this further.
View ArticleRE: SProStaad MFC application error
Thank you. I solve it out by myself. There has self-weight define problem, Some element I forget to define self-weight load case.
View ArticleSProStaad MFC application error
Dear Bentley Technical supporters ,Our company using Staad Pro V8i (Selected series 6) (Ver: 20. 07. 11. 45).When I run the model giving SproStaad MFC application Error message and didn't work...
View ArticleRE: another parametric model question
I am not sure if you identified the model numbers correctly in your problem statement as your model 3 and model 5 are not close to each other and do not share nodes. Anyway I think your main question...
View Articleanother parametric model question
HiPlease see another attached mdoel. I created a parametric model with mesh intensity of 0.1m Ok. When I try creating a Coarser mesh (say 0.5m) for the lower trapeziod which shares a mid line with the...
View ArticleRE: Change Command and Material Properties
Yes you can change the material after a CHANGE command.
View ArticleChange Command and Material Properties
Is it possible to alter which material is assigned to a set of members after using the CHANGE command? I'm attempting to do an expected strength analysis per AISC 341-10 section F2.3 by altering the...
View ArticleRE: Time history analysis of structure for machine vibration
1. The procedure seems fine. 2. Unless your masses are restrained in a particular direction and cannot vibrate in that direction, you should always apply the masses in ALL 3 directions no matter...
View ArticleTime history analysis of structure for machine vibration
I am trying dynamic design of structure for rotary machine in staad with the help of Time history analysis command.The shaft of the machine is parallel to vertical axis & is mounted on structure...
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