Modal Response Spectra Unexpected Error
I am trying to develop a model which uses signed modal response spectra seismic analysis. When I enter the first of four directional load cases, the model appears to run fine. When I enter the second...
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RAM Concrete - Gravity load computation error / Failed to mesh diaphram
I've received an error during the concrete gravity analysis for a model. The error states "Gravity load computation error on floor LVL1 and diaphragm 1. Please check gravity loads and slab decks on...
View Articlewhich load case values does staad use in second rcc design method in which it...
dear sir greetings, we all knows that staad have two methodes of designing the concrete of frames 1:- commands(menubar) >...
View ArticleRAM SS Concrete Column Slenderness
Hello,I have a few questions regarding column slenderness. In my model (v15.0) I am having a few slenderness issues and am trying to resolve them. It appears that the ACI 318 code has changed since 05...
View ArticleScale Factor -Responses Spectrum
As I refer to Application Examples U.k. No 11 Response spectrum analysis of a frame.The response spectrum was define as below:SPECTRUM CQC X 1.0 ACC DAMP 0.05 SCALE 9.8060.03 1.00 ; 0.05 1.35 0.1 1.95...
View Articlewhat does staad mean RX ,RY , in displacement term
dear sir , as we all knows when we check the result page ..we have a set of lines having the data of the displacement , in that paragraph what is the meaning of these RX, RY , RZ THANKS...
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NEED HELP WITH THE PARAMETERS
Hello, Team BentleyMy question is the following, i am designing steel walkway and i need simulate the ladders in the structure, which parameter i can use for this case?.in the following capture can see...
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UNT and UNB AISC 2010
Hi,Do I have to use the command UNT either UNB for beams that already have lateral support as show in the picture (selected)?Thanks!
View ArticleRAM Connection
Is there a youtube available that performs an example of the process for applying and design connections using RAM Connection in a RAM Structural Model. I feel like I am stumbling my way through it.
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RE-POSTING - Not Answered STAAD FOUNDATION SS3 stop working on MAT FOUNDATION...
Hi!I have a problem in my STAAD FOUNDATION ADVANCE SS3.My administrator updated my of STAAD Pro V8i(SS6) today(Nov. 02, 2016) and it is working fine using STAAD PRO ONLY. But when i used to design my...
View ArticleTension Only member with one UBC case
HI dears,Why Tension Only member can on;y be run under one UBC case, There are alwas two seismic cases, one for X-direction and one for Z-Direction.
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Temperature load in STAAD
Hi,Can temperature load be applied on SURFACE elements?Thanks,Dennis
View ArticleFlyover design
Hello, For a flyover project, could you please let us know whether STAAD.Pro/beava can do the following.Analysis truck loadsPost-tension.Pre-Tension.thanks in advance.
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Error: ERROR IN SUPPORT INPUT OR THERE IS NO SUPPORT INPUT. ANALYSIS WILL NOT...
PLEASE HELP I HAVE SHARED A SAMPLE FILE HERE PLEASE HELP AND TELL HOW DO I RESOLVE(Please visit the site to view this file)
View ArticleSTEEL DESIGN RESULTS DIFFER IN V8I SS6 20.07.11.33 & 20.07.11.82
Dear Sir,Pls. find attached herewith STAAD file, where steel column member property assigned using user table. If I analyze this structure and design column (member no. 42) as IS 800 : 2007 LSD...
View ArticleDisplay of Beam reinforcement area
Dear sir, Currently we can see area of reinforcement either by double clicking on that particular beam or in staad output file. But I want to know that "After successful beam design, Can we see...
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STAAD SS6 License Code Monitor
Good day !I am trying to develop a license monitor for SS6 version of STAAD Pro to prevent overuse. I managed to create one from SS4 version by pre-selecting design codes in the start-up menu using the...
View ArticleSTAAD Beava
Hello,Are there any product data sheets or Tutorials for STAAD.Beava?Please help.Thanks in advance
View ArticleBeam analyse?
Dear sir,I analyse beam detail after design, & found some doubt:1. The side face reinforcement is not shown in output file while torsion moment is significant in that particular beam.2. In...
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