Correct practice of applying plate partial pressures in STAAD
Hi allPlease find the attached staad file. Load 1 and Load 2 are samebut tell me which is the correct practice of applying the partial plate pressure,Load case 1 procedure of applying load is correct...
View ArticleRe: Correct practice of applying plate partial pressures in STAAD
Both the method are correct and implies the same thing.
View ArticleRe: Staad Foundation Advanced - A lot of warning during analysis
I presume that you noticed the warnings while analysing the model. Please note that those were warnings not any errors. If it encounters someserious problem, an error will be reported for the same. The...
View ArticleRe: How to use STAAD more efficiently
Sasa3k,I will answer the remaining in your first series of questions soon.This is the answer to your question of why the STAAD output viewer takes a significant amount of time to open large ANL...
View ArticleRe: Kindly advice me what to do now?
Please see this forum post:communities.bentley.com/.../216129.aspxHope this helps.
View ArticleRe: RAM Concept - Torsion in Beam Members
Going through and reducing the column strip width on my beam design strips seems to be fixing the problem. I'll also try to find a sweet spot here between a slightly finer mesh and decent run...
View ArticleRe: Punching Check Tab did not show up
Please zip the model and upload it. We need to look into the model.
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Re: ram elements - shells
This is not something I have much experience with. When I review shell stresses, I'm generally interested in the surface fiber axial stress associated with plate bending. To get that plot in Ram...
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Re: How to define bolt/shear connection between beam/column in Ram Elements V8i
With most finite element programs, the default behavior for linear beam type members is to be fully fixed or rigid at the ends. This is done to prevent instabilities that often arise from having...
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How to start Section Wizard from STAAD.Pro?
Question:How to start Section Wizard from STAAD.Pro?Answer:Go to Tools - Section Wizard...
View ArticleRe: Correct practice of applying plate partial pressures in STAAD
Dear SHany,The reactions at the support might be same but for the out plane moments like MX, MY and MXY the results are different, thats why i would like to confirm which one of those is correct...
View ArticleRe: **ERROR- SURFACE INCIDENCE COMMAND OUT OF ORDER.
in a design of a g+1 residensial building i got the error as no surface incidence have been provided pl provide actions to rectify itvbsenthilnaathan@gmail.com *vbsn*
View ArticleRam Elemement V8i- warning: Distributed load "1" in member "650" at load...
I'm new in Ram Element, I'm doing a simple steel support frame model, and there is a small catwalk (grating) on top of the frame. When I define area with four nodes of four beam, and define the live...
View ArticleRAM Elements Error "Invalid Pointer Operation"
The "Invalid Pointer Operation" error was met on older RAM Elements v13.00.00.22 and versions and was resolved since then. I would recommend upgrading to the latest RAM Elements (version 13.00.03.45)...
View ArticleRam elements V8i - the program crush every 3 minutes
My file crush every 3 minutes, could anyone help me for this? Thanks a lot
View Articleconvert to QSE input data
Hii have a word file with "job information" of QSE which includes all the input data nodes, elements, loads etc . can this file be converted to another format to be used in qse staad pro.
View ArticleConvert to QSE Asa file
Hii have a word file with "job information" of QSE which includes all the input data nodes, elements, loads etc . can this file be converted to another format to be used in qse staad pro.
View ArticleRe: Urgent help with staad pro model needed. :)
STD file should be enough I guess. If you are using the RC Designer (Concrete Design tab), then files .Rei_Concrete and .Rei_Concrete_Link will be needed as well.You can attach those file directly to...
View ArticleRe: Urgent help with staad pro model needed. :)
here you go. i think it has attached.i am designing a wharf. simple. columns, beams on top of the columns connecting the columns and a slab on top of the beam.problems i have are:cant get the slab to...
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