Sharing technical papers/ notes
Hi,I am thankful for the people who always offer their expert advises on the short notices.I am wondering if experts can provide me various technical papers and notes on modelling and/ or analysis...
View ArticleAy in Steel Design
I notice that Ay in steel design output is not quite Ay = tw * dFor example: Member Section I300X150X8 Ax = 61.58 cm^2, OKAy = 21.37 cm^2, ????Shouldn't this be Ay = tw * d = 0.8 * 30 = 24 cm^2 ?Thanks!
View ArticleRE: How to change the units
Try going to input editor and just after the MEMBER INCIDENCE, insert the unit system as UNIT INCH KIP or what unit you need. Now go to the Create User Table->General and check if the unit gets...
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How to change the units
Dear All,How can I change the units from m to mm in user table window.Regards,Sankarasubramanian.k
View ArticleRE: Ay in Steel Design
Hi,By default, program calculates the shear stress using the expression VQ/Ib. Thus, the shear area is calculated as Ib/Q and the same is reported in the output. If you specify the parameter SHE 1,...
View ArticleRE: Modeling, analysis and design of liquid containing post-tensioned...
PTtank http://www.pttanksoftware.com/
View ArticleRE: Steel to concrete beam connection
Hi xingmin.li,Thanks for immediate reply.Several beams are failed and I'm going to change these members to bigger sizes later. What I'm not sure about is the connection of steel-to-concrete beam (It's...
View ArticleSteel to concrete beam connection
Hi everyone,I am designing a steel structure where some members are pinned connected to a concrete beam thru embedded metal. I wish to know how to model this connection. Should I put “Pinned support”...
View ArticleRE: STAAD Pro v8i SS5 - Error Section Properties Not Entered for Member
I find you added some British Properties member after Load Definition.I have attached the modified model.
View ArticleRE: STAAD Pro v8i SS5 - Error Section Properties Not Entered for Member
thank you for the modified model. however, I am sorry but that is one of our issues. Everytime we change the member properties, it always transferred after Load Definition.That is why we need to...
View ArticleRE: query in soil-structure interaction
Sir,As you suggested that both Fixed But and Foundation Support are same. So please can you suggest me how can i get same result using foundation support in example given in staad example no-3 using...
View Articlequery in soil-structure interaction
Dear Sir,Good Morning,I am a P G Student in ahmedabad. My dissertation topic is to study soil-structure interaction in dynamic loading.In my work I have taken to compare rcc building supported on fixed...
View ArticleHow to assign slenderness value (Ly & Lz) in Truss
Dear CreatorsCan you please explain on my query related to TRUSS member, please find the attachment. Thanking youArun S
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View ArticleRE: STAAD Pro v8i SS5 - Error Section Properties Not Entered for Member
I will check it with our Development Engineer
View ArticleRE: WT (Korean section) rendering issue
I tried to assign the Korean T section cut from H section and it was rendered correctly. What STAAD.Pro version are you using? I was testing this in the current STAAD.Pro release (build 20.07.10.41)....
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