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RE: Large model
Hello Andrej,Thank you for your useful reply. In my model there is various places where I have to model pin connection between plates. See above image.What will be best approach to capture this...
View ArticleInclined Supports with Multi Linear Springs
Dear all,     I modeled a Tunnel Concrete Lining structure with inclined supports ( along with stiffness values kfx and Kfy). I want to know that whether the Multi Linear Spring support details...
View ArticleRE: RAM Concept - Deflections Question
Concept models compress nicely as .zip files. Our Secure FIle upload is there for larger files or restricted types.Load History Analysis is the most complete and accurate for most structures, yes.
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STAAD.Pro deflection interpretation in member query box
Hi,I am using STAAD.Pro v8i (select series 5). I would like to know more about how to interpret the "Deflection" tab in the member query dialog box (the box that comes out when you double click on a...
View ArticleRE: Please help to explain why adding a node on a beam shows different result...
Hi xingmin.li,Its version 20.07.04.12Hi Modestas,Can you give me an idea how to use the commands for Mlt and etc? Regards,Chong
View ArticleRE: Please help to explain why adding a node on a beam shows different result...
Hi Modestas,I have used the command UNL to adjust both new beams as 4.53m Unsupported Length and the result came back similar to before I split the beam in two. Is this correct as to how I use UNL to...
View ArticleRE: Large model
Hi Learning Engineer,The plate release MX MY (MZ - optionally) is applicable to such connection too. These connectors may be modeled as meshed plates, depending on the project requirements.
View ArticleQuery on time history analysis of 80 storied building
I had few questions written below on Dynamic analysis. I will be obliged if somebody could help me on this issues. Awaiting for your reply. PaulBelow is my example of input file where I put my...
View ArticleCreating Modified Double Angle Section
Good day!I am relatively new with STAAD Pro and I'm trying to learn more through tutorials and visiting forums like this. I am tasked at work to model a truss. one of its members is a double angle. The...
View ArticleRE: Please help to explain why adding a node on a beam shows different result...
Yes, it is correct to use the UNL parameter in such case.The use of all design parameters is explained in the chapter 2B.6 Design Parameters of the International Design Codes manual which can be found...
View ArticlePlease help to explain why adding a node on a beam shows different result...
Hi All,Need some advice here. I have a model here. One is original and the other I added a couple of nodes numbered 62 and 63. When I analysed both models, the original beams failed. But after adding...
View ArticleShearwall analysis and Design
Hi,I get this Error when I perform analysis for Shearwall "FAILED:CAN NOT DESIGN AT THIS HEIGHT DUE TO INPUT ERROR." and I checked to find any missing input, there is nothing!!Can you please help me?
View ArticleRE: Do Staad.pro Can Analyze Structure with Flat Slab?
Sure, people design flat concrete slabs with STAAD.pro all the time. If you're looking for something more than confirmation just reply with some further details.
View ArticleDo Staad.pro Can Analyze Structure with Flat Slab?
Hi everyone can somebody already design Structure with flat slab in Staad.pro?Thanks
View ArticleRE: STAAD.Pro deflection interpretation in member query box
There is quite a bit of information on this FAQ about local deflection that you should check first.communities.bentley.com/.../10724.american-steel-code-aisc-faq.aspxIf you still don;t find what you...
View ArticleRE: Please help to explain why adding a node on a beam shows different result...
Hi Modestas,Thanks. Will look at the manual on the use of the commands. I am actually using version 20.07.09.11. This is a license copy. However, since Bentley has introduced the latest upgrade I have...
View ArticleRE: Please help to explain why adding a node on a beam shows different result...
By the way, how do I view the other questions in the forum? This new forum format is not easy to use.
View ArticleRE: Please help to explain why adding a node on a beam shows different result...
Here is the list of all forum discussions: communities.bentley.com/.../5932.aspx
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