Clik here to view.
Ram connection - Tapered section
Dear sir, I tried to design base plate for tapered section after analysis from staad pro by using RAM connection. But i showing only I shapes are allowed for columns. So is there any solution to...
View ArticleRE: PILED RAFT DESIGN IN STAAD FOUNDATION ADVANCED
It is difficult to tell you what is causing the punching shear failure without looking at the model. Please ensure that you include the self weight of the mat in the load cases which are part of the...
View ArticleRE: Staad foundation
Here are the changes I made 1. I re-meshed the mat as the original mesh seem to have a badly shaped plate element. 2. Changed the max bar size to 40 3. Added the selfweight to each load case to account...
View ArticleRE: Staad foundation
Thank you for your suggestion, however I have one question as it relates to my plate boundaries. I will increase the mat boundary to include the column loads (some of which are actually walls), however...
View ArticleRE: Staad foundation
The physical beam is meant for this kind of situation. However while running a simple test I ran into an issue with the meshing when the physical beam is used with the mat. So please hold off on using...
View ArticleStaad foundation
Good Day Everyone,I have analyzed a mat foundation using Staad Advanced foundations but unfortunately I can not obtain any design results, as every time I click Design under the Slab designer tab I get...
View ArticleRE: PILED RAFT DESIGN IN STAAD FOUNDATION ADVANCED
I am attaching the model here. Appreciate your consideration.(Please visit the site to view this file)
View ArticlePILED RAFT DESIGN IN STAAD FOUNDATION ADVANCED
Dear all, I am trying to design a pile supported raft foundation in Staad foundation advanced.I imported original staad pro model in staad foundation.Now after analysing the model punching shear...
View ArticleRE: OpenSTAADOEM
OpenSTAADOEM is installed along with STAAD.Pro SS6 version. You don't need to install it separately. OpenSTAAD.dll files were supplied previously which were located in the OpenSTAAD folder. Since...
View ArticleOpenSTAADOEM
HiDoes anyone where is the installation folder of OpenSTAADOEM? This is together when installing SProV8i SS6 with OpenSTAADOEM build no. 08.02.09.46.I'm looking for the OpenSTAAD.dll but I cannot it in...
View ArticleRE: STAAD FOUNDATION ADVANCED
If your walls are supported by the mat, what you can do is, instead of accounting for the load in STAAD.Pro, define these as Line Load on the mat within SFA.
View ArticleSTAAD FOUNDATION ADVANCED
Good Day Fellow Colleagues, I am currently modelling a structure that includes a bearing/shear wall system along with a moment frame, both supported on a mat foundation. The issue I wish to clarify is...
View ArticleRE: Design connection in STAAD.Pro for Built up member
As of now MEP connections for tapered sections cannot be applied using the RAM Connection interface within STAAD.Pro. An enhancement request ( 474706 ) has been posted so that this can be incorporated...
View ArticleRE: base plate connection
Dear Mr. Modestas, thanks for reply. im attaching the std file please check and give your solution. As well please advice me which is best & economical thickness & size of base plate, as well...
View ArticleClik here to view.
base plate connection
Dear sir, I designed the base plate in ram connection by using staad pro output (directly in ram connection tab). Means i go to ram connection tab and then i click smart connection then base plate. The...
View ArticleRE: No changes in ratio
Dear Mr. Sye, Thanks for your reply. As im not well versed in structural analysis, Can you please check my staad file and correct it. As well i want to know if i build up this structure in site (Load...
View ArticleClik here to view.
No changes in ratio
Dear sir, I designed one portal frame, even though i changed wind load from 2 kg/m to 5000kg/m. the utilization ratio does not change for rafter, but their is a changes in column. Please check the...
View ArticleRE: zp: distance between the bolt line and the weld line
I assume you are using the Eurocode (EN 1993-EC3) and the connection type called Smart FinP. In my sample with a singe column of bolts, if I use zp = 50mm, I also see 50mm used in the design report for...
View ArticleClik here to view.
zp: distance between the bolt line and the weld line
Hi,While I am using RAM connection standalone version 11.0.0.177 i found that there is a value called Zp and it is the distance between the bolt line and the weld line but while I am using beam to...
View ArticleRE: continuous foundations when designed in RAM foundation are assumed ridig...
Continuous foundations are designed as a one-dimensional beam element supported by springs. The stiffness of the beam element is based on the dimensions of the foundation and an assumed cracked section...
View Article