Re: Staadpro RC concrete frame design error message
What design code are you using?If you want to reply with your .std file, that usually makes it easier to diagnose. Use the Secure file upload link on the right if you prefer to send the file to Bentley...
View ArticleTo gather plates information by using VBA
Please somebody help me with this.I' ve been trying to write a code to gather plates information I pick.As you can see below my code, I can get the selected plates information such as plate number and...
View ArticleRe: STAAD.Pro, Skip a blocks of input lines of a Staad input text file?
Hello,In Staad editor, just select the command lines and and use the asterick mark ( * ) before it ; the color will change to green meaning that the lines are "commented out" and Staad.Pro will not...
View ArticleRe: STAAD.Pro, Skip a blocks of input lines of a Staad input text file?
I have attached a screenshot for your reference .
View ArticleRe: RAM Concept Beta
Seth,Thanks for following up and notifying me of the availability of the beta version. I have downloaded it and started tinkering with it.
View ArticleRe: Running STAAD files sequentially overnight
Thanks for your replyI've looked into this and you can also run direct from the command line as follows:"filepath where SProStaad.exe is saved in quotation marks" /s staadfilepath.stdfor example, open...
View ArticleBasis of calculating required concrete area for RCC column
In attached file for member 6001 , output file states required concrete area as 172134 sq.mm . Would like to know proccedure adopted in STAAD pro for working out this value.Regards,(B.J. Gupta)
View ArticleStaad Pro. V8i : Query related to Analysis and Design of Structural Steel...
Dear Sir,We have cases for the Analysis and Design of Structural steel members as noted below and in the attachment. Please advice with the algorithm, the possibility of simulating the inputs in the...
View ArticleDeflection Check confusion
Hi,Please see acttached model, I am trying to carry out the deflection check and have specified a vertical deflection limit of span/ 360 while horizontal limit of span/400. when I check the nodal...
View ArticleRe: Deflection Check confusion
I am trying to check vertical deflections for rafters and horizontal deflections of portal stanchions. Checking the nodal displacements they look alright but URs look huge. Please advise if I have...
View ArticleSecond Order Analysis
Is it possible to clarify the type of analysis to be used at what circumstance in the Staad Pro.V8i, Basically looking for the difference between the P-Delta Analysis, Non-linear Analysis, Imperfection...
View ArticleRe: Deflection Check confusion
Hello,As I mentioned earlier, can you kindly specify a particular member number which you want us to investigate. Please mention the member number .
View ArticleRe: Deflection Check confusion
Thanks. I would like to investigate All portal stanchions (610UB) as well as All portal rafters. Thanks.
View ArticleRe: Second Order Analysis
Hello,You may check the following link for knowing the different types of analysis :communities.bentley.com/.../250706.aspx
View ArticleTensile Strength Ratio (Rt) and Yield Strength Ratio (Ry)
Hi,When editing a material, say Steel, what is the meaning of Yield Strength Ratio (Ry) and Tensile Strength Ratio (Rt)?By default on Steel Ry = 1.5 and Rt = 1.2, and its zero for Stainless Steel,...
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Re: Tensile Strength Ratio (Rt) and Yield Strength Ratio (Ry)
Hello Mario,These terms are used for computing required strength of elements (member orconnection) used in design of Seismic Load Resisting systems. US standards like ANSI/AISC 341-05 or ANSI/AISC...
View ArticleRe: Tensile Strength Ratio (Rt) and Yield Strength Ratio (Ry)
Many thanks for your prompt reply.RegardsMario Martins
View ArticleRe: Staad Pro. V8i : Query related to Analysis and Design of Structural Steel...
Regarding the Case -1 Lets compare your condition with the real life situation .Take a beam whose ends are pinned and load it will load DL . After attaining a deflected shape , lets somehow lock the...
View ArticleRe: Deflection Check confusion
Hello,Lets take member 21 for example.The DJ1 and DJ2 for this member should be node 20 and 22. You have defned DJ1 and DJ 2 for this member as 92 and 94 . It doesn’t make much sense that this member...
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