RE: STAAD pro design query1) I just randomly designed a building by assuming...
There are lot of useful training materials on modeling buildings using STAAD.Pro on the Bentley Learn Server. For example Designing Steel Buildings with...
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RE: Roof Loadings
Just wanted to inform you that there is a book on STAAD.Pro written by one of my colleague Krishnan Sathia that you may find useful. The details of it can be found at Section 2.1 of the book deals...
View ArticleMinimum reinforcement (RAM Concept)
Hi,Firstly I want to thank you for a quick response to my previous question. I am designing a reinforced transfer slab with RAM Concept. I have defined user reinforcement on top and bottom of the slab,...
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RE: Load labels not in scientific notation
Thanks for such a quick reply.What you suggests certainly answer my question however it does cause another issue. In other forces (smaller values) now I have those decimals i don´t want to show
View ArticleRE: Got error "Wind Load Diaphram error"
(Please visit the site to view this file)In the model which you attached, you need to move seismic load cases (LC5 and LC6) before any other load cases. Seismic load cases must be entered before any...
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Got error "Wind Load Diaphram error"
Hi all, I am really stuck up in this error in my project modelling. please help me out,how this error occured and how can i resolve this?
View ArticleSTAAD.Pro and Connection Client Issues?
There are a couple of issues which I am encountering with STAAD.Pro release 20.07.11.50 working in conjunction with Connection Client release 10.0.4.21, as follows: If I associate STAAD files with a...
View ArticleRE: load list
Try to use a LOAD LIST ENV 1 command (or LOAD LIST 201 TO 262) before the first START CONCRETE DESIGN line in the input file.
View ArticleRE: Load labels not in scientific notation
The settings are applicable for all annotations and hence the trailing zeros will be there for some values. The only other option I can think of is to use KN or Mton for the Force Units in which case...
View ArticleRE: Faster Way To Model Sloped Roofs?
There is not a faster way. In the end each column will have to be adjusted (assuming the slope is significant enough to justify making the changes).You could export the plan to dxf or the file to an...
View ArticleFaster Way To Model Sloped Roofs?
I know that sloped roofs are generally modeled in RAM SS by adjusting column heights, and I've used this method in the past for simpler roofs. Is there a way in RAM SS to define a plane and extend/cut...
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Unwanted beam spacing adjustments in RAM SS
Does anyone else find it frustrating to move one end of a beam or wall in Ram Structural System and have intersecting framing (that you wanted to stay in place) skew over with the moved support? For...
View ArticleRE: How to define the LZ value for the Rafter shown below?
The LZ would be the rafter length. I would think using 12.948 m or 11.558 m, as appropriate, should be OK. LY would be spacing between purlins or lateral braces if any. The LY and LZ are unsupported...
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How to define the LZ value for the Rafter shown below?
My first question is, do I need to define the value of LZ for the rafters since they will experience compression?If so, what should be the correct value for LZ? Is it going to be 12.948m and 11.558m...
View ArticleRE: On staadpro latest version series6;After run sesmic load file all sesmic...
Please upload your model ( .std file )
View ArticleOn staadpro latest version series6;After run sesmic load file all sesmic load...
On staadpro latest version series6;After run sesmic load file all sesmic load result given zero in input file.please help me for solve it
View ArticleRE: Minimum reinforcement (RAM Concept)
If you are counting on the sum of the top and the bottom bars to meet the temperature and shrinkage requirements, then both set of user bars should have the slab face option set to "Both". For details...
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