RE: KY,KZ,LY,LZ
Respected sir, This color coding is applicable for both columns and rafters?
View ArticleRE: KY,KZ,LY,LZ
Yes, the color coding for each individual axis is applicable to any member. So it is same to columns and rafters.
View ArticleKY,KZ,LY,LZ
How to apply Ky, Kz, Ly & Lz.In local axis of a member how to find X, Y , Z , and how to implement to the members.These four parameters acting what roles on a structure. How to find the changes of...
View ArticleRE: STAAD buckling analysis
(Please visit the site to view this file)Hi,We have checked the advanced license tool in STAAD. It is in active mode only. For more clear suggestion we are attaching the (.std) file for your reference....
View ArticleClik here to view.
STAAD buckling analysis
Hi,In STAAD, buckling analysis is not working for us. For that query we were suggested to buy advance license tool for STAAD. After we bought the advance license tool also it is not working for us. In...
View ArticleMember properties option in SS5 version of STAAD Pro
Dear AllI am using SS-5 version of STAAD Pro V8i. When I am trying to update the member property of any member using section database through GUI, it is not replicated in the in put editor file even...
View ArticleClik here to view.
RAM Integration Problems
HiI have sent my RAM model into Revit and the transition was smooth. Now I have moved two columns in Revit and I am trying to update my RAM model to the changes made in Revit. As I update my repository...
View ArticleRE: MOMENT OF INERTIA VALUE FROM AUTOCAD
I understand that you have derived the MOI of this section in AUTOCAD and then you have defined this as a prismatic section in Staad. You have only taken the IY or IZ value from AUTOCAD and then...
View ArticleMOMENT OF INERTIA VALUE FROM AUTOCAD
Sir,i'm having doubts in I-value which is taken from AutoCAD horizontal Members. I did the analysis using Principal Moments Value taken from AutoCAD Region.I used Space Frame in Analysis, it is...
View ArticleRE: Ram Frame-User Defined Wind Loads Windward Edge
Seth, Yes you are right, I made the changes to match coordinates so the angle is 0 degrees that resolved the loading and we got the drifts we were expecting. But I have a question , how does the...
View ArticleClik here to view.
Ram Frame-User Defined Wind Loads Windward Edge
Hello!I am using Ram SS for the analysis and design of the building and am fairly new to the software. The issue i have here is i am getting higher drifts than expected for the structure. i have...
View ArticleRE: STAAD buckling analysis
Your model looks fine. Staad determines the Buckling Mode shapes and the respective Buckling factors by solving the Eigen value problem.For more information on the Buckling analysis and its...
View ArticleRE: RAM Integration Problems
You will have more success if you make changes in the RAM model and then update the Revit model. I am not sure what is causing the error in issue 1, but if you would like to send your models I will see...
View ArticleRE: Ram Frame-User Defined Wind Loads Windward Edge
For sloped edges skewed to the direction of the wind load, the force per length is reduced to the projected length such that the total load still works out. The only time you can end up with extra...
View ArticleRE: retrieve steel design result for each load combination after resetting...
Hi Sye,I tried again and you are right, I don't have to have "CHANGE＂ after each load combination. But I found I still need to input PDELTA 1 ANALYSIS after each load.. that makes a difference in the...
View ArticleClik here to view.
RE: Member properties option in SS5 version of STAAD Pro
The error was due to the fact that the commands were being written by STAAD.Pro at the incorrect location as shown below.LOAD 7 LOADTYPE Seismic TITLE EQ XUBC LOAD X 1PERFORM ANALYSISCHANGEMEMBER...
View ArticleRE: MOMENT OF INERTIA VALUE FROM AUTOCAD
Thank you for your reply.. For every section I couldn't able to draw that in User Table. Is there any way to import sections from AutoCAD directly to Staad USER TABLE or any other software. And another...
View ArticleRE: MOMENT OF INERTIA VALUE FROM AUTOCAD
Please click on the link below which explains the detailed steps on how to create a custom section in CREATE USER TABLE.communities.bentley.com/.../9236.create-section-by-specifying-profile-points...
View ArticleClik here to view.
RE: MOMENT OF INERTIA VALUE FROM AUTOCAD
If you want to import any external section profile in Staad then you need to import it through Staad Section Wizard-> Free Sketch tool.
View Article