RE: Section Wizard Folder not being read. ( UTP file error )
I would like to inform you that the problem has been fixed and we would suggest you to install the latest version of STAAD.Pro V8i SS6 version 20.07.11.50
View ArticleRE: beam designer option in staad foundation advance v8i
Code Is Indian . staad foundation advance v8i (Select Series 2) I am using. But there is no option of "Beam Designer " how can I download " Staad foundation advance version 7.1"?
View ArticleRE: Taking nodes.
sir, this is the second model. kindly check the take off weight, the 1st model has lower take off weight and the 2nd model has more take off weight, as compared to 1st model. in the 1st model i have...
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RE: Design of Column
If you analyse the model, you will get to see that warnings are reported as % of required reinforcement exceeds maximum allowable limit set the program which is set as 4% of gross c/s of the column. If...
View ArticleRE: beam designer option in staad foundation advance v8i
Unfortunately, "Beam designer" option is not available for Indian Code.
View ArticleRE: Staad.Pro V8i - Help importing a 2-dimensional section from AutoCad
This issue has been posted with developers. They are working on this issue.
View ArticleStaad.Pro V8i - Help importing a 2-dimensional section from AutoCad
I am trying to model an aluminum curtain wall mullion section. We have drawn a 2-dimensional section in AutoCAD. However, I have not been able to import the section into STAAD for analysis. Could...
View ArticleRE: What deflection is staad using in the deflection code check?
The resultant nodal deflection that you are looking at, represents the deflection of the node from the initial position. However when the beam deflection is calculated for deflection check, STAAD.Pro...
View ArticleWhat deflection is staad using in the deflection code check?
I have been trying to check deflections using the code check in STAAD and I am getting an unexpected error. I have been using the following parameters in the code: PARAMETER 3CODE AISC UNIFIEDMETHOD...
View Article"No panel found..." in a reference load definition
I'm trying to set up a reference load case that has a number of one-way loads. I added the one-way loads to the reference load definition by simply copying some existing dead loads. However, when I run...
View ArticleRE: "No panel found..." in a reference load definition
First check that you have closed floor panels, formed by beams on all sides, within the X,Y,Z range that you have specified in your oneway load command. It may be better to use two different values...
View ArticleRE: Seismic qualification of Steel structure- requirements
Sir , The above points needs any check .?? waiting for your valuable responses
View ArticleFwd: SHEARWALL DESIGN
HELLO SIR MY NAME IS KEDAR DESAI AND I AM ONE OF THE STUDENT AMBASSADOR FROM AHMEDABAD GUJARAT. IN YOUR RECENT ONLINE MEET (22ND/12/2015) I HAVE ASKED YOU THIS PROBLEM THAT I AM NOT ABLE TO...
View ArticleRE: SHEAR WALL ANALYSIS AND DESIGNSSS
HELLO SIR MY NAME IS KEDAR DESAI AND I AM ONE OF THE STUDENT AMBASSADOR FROM AHMEDABAD GUJARAT. IN YOUR RECENT ONLINE MEET (22ND/12/2015) I HAVE ASKED YOU THIS PROBLEM THAT I AM NOT ABLE TO...
View ArticleSHEAR WALL ANALYSIS AND DESIGNSSS
HELLO I AM USING STAAD SS6 FOR MODELING AND ANALYSIS OF STRUCTURE. FOR MODELING I AM USING BUILDING PLANNER MODE WHILE APPLYING SHEAR WALL I AM ABLE TO SEE SHEAR WALL IN RENDER VIEW.NOW FOR THE...
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RE: Taking nodes.
The tapered section used in the columns in two models are different. . One is having the flange thickness of 0.008 and another one has 0.006.Again, the top part of the column in the first model has...
View ArticleRE: Staad.Pro V8i - Help importing a 2-dimensional section from AutoCad
Can you send us the .dxf file?
View ArticleRE: Taking nodes.
yes sir i know this. it happens(that the size is changed) only due to removal of node in the column, you can see that in one model i have taken 2 nodes in the column, whereas in the another model i...
View ArticleRE: Taking nodes.
Which version of Staad you are using ? I have split the upper part of the columns but still getting the same result.
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