Re: defining local sections in STAAD
When you use offsets, your member/section forces are going to change because of the offset. So your design will be affected as well. Offsets are generally used to account for the relative...
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Re: ism.dgn exported to Frameworks (microstation Intergraph)
desideratus:Seth Guthrie:I don't have much insight into Frameworks, but an ism.dgn is really a general Microstation .dgn file underneath (it's just password protected, password is blank). We don't...
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Re: ism.dgn exported to Frameworks (microstation Intergraph)
Sye:I remember working on a project around the year 1998/1999 for which Intergraph PDS was being used. The structural part was being modeled using Frameworks plus and if my memory is serving me right,...
View ArticleRe: SACS 5.3 hull longitudinal strength check
In SACS R5.5, Maxsurf has been integrated into the program and renamed to SACS Enterprise package; this package can do he work, so it's actually a feature in Maxsurf.
View ArticleRe: ism.dgn exported to Frameworks (microstation Intergraph)
The ISM.dgn file format is much newer than Microstation-J, now I understand why it would not open that way.
View ArticleShear Force diagram for Simply supported Beam
Shear Force diagram for Simply supported Beam with three segments,when third segment start and end is reversed from other 2, then the in-correct shear force diagram generated by Staad pro,Please clarify.
View ArticleRe: Possible to merge several STAAD.Pro files into one model?
I used to create models this way earlier - for a building, I would create each floor in separate models, giving separate node and beam nos., assign loads,etc. Then, finally, I would combine them all...
View ArticleRe: STAAD Pro. v8i ~ Auto Seismic Loads Combination & Dead Loads in Seismic...
Hi Sye,Thanks for your reply. I think STAAD new release should consider this vertical component of seismic forces. By putting manually is time consuming work. I hope that new release will definitely...
View ArticleSECTION WIZARD AND USER TABLE
The properties i.e. Ax, Ay, Az, Ix, Iz etc. of sections including name of the section, created through Tool>Create User Table are printed in the Input File but those created through Section...
View ArticleRe: Shear Force diagram for Simply supported Beam
This is because Staad reports the SF as per the local axis of the member . When the member orientation changes, the SF changes accordingly .Let me name the nodes as 1 2 3 4 (from start to end) .As per...
View ArticleRe: SECTION WIZARD AND USER TABLE
The Create User table is a part of the Staad pro, the sections created there can be viewed in the Staad Input file. The sectional properties gets saved in the input editorThe section wizard is another...
View ArticleRe: Shear Force diagram for Simply supported Beam
Thanks Shayan,I know that shear force diagram changes since the member no:3 orientation (start and end) is differ from other two members.But shear force diagram should be global, why staad reports as...
View ArticleRe: Shear Force diagram for Simply supported Beam
Hello Vijay,By default, Staad reports the diagram as per the local axis of the member . It cannot be reported in the Global axis . Just try to visualize it in this way : lets take a column member, the...
View ArticleRe: Shear Force diagram for Simply supported Beam
Hello Shayan,Thanks for your reply,Now, It's clearAs per your statement, I understood that analysis result will not affect, It's well and good.again thanks for your detailed reply.
View ArticleMAT FOUNDATION WARNING
Hi Staad Team,I have modelled a raft founation in Staad and i am getting some warning in the output file.Doing some trail and run, i found that if I change the support syntaz from Yonly to Y , the...
View ArticleRe: MAT FOUNDATION WARNING
YONLY means Spring is along Fy and unrestrained along Fx, Fz, Mx, My, Mz. Hence you are having warnings that as the “Instability indirection Fx and Fz”Use Direction Y instead of YONLYDIRECT Y...
View ArticleRe: defining local sections in STAAD
Hiii STAAD experts =')actually I've started modeling my structure, my model in the attachments,since it's my first time to do the full design, I still have many questions:1. My structure is going to...
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staad pro v8i (20.07.09.31) issue
dear staad master.i'm new member in here. i love this forum because i can find the answers about lots of my own problem with staad besides reading technical manual reference from staad.now i'm working...
View ArticleRe: staad pro v8i (20.07.09.31) issue
Hello,Question 1:Presently the Staad reports the design result as per AISC 360-100 in e the English Unit System only . The metric system will be introduced in the upcoming releases .Question 3 :From...
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