[STAAD.Pro] topmost beams and ceiling joists
PeopleI don't know how to properly placing the joist on the beam.I'm trying to draw the ceiling joists on the XZ plane just above the surface of the topmost beams -- thus the nodes are not vertically...
View ArticleRE: Seismic Analysis
Thanks. Regarding the second issue. I am just wondering generally, as to the general procedure for using the modal analysis results fo the equivalent static analysis, say, while using codes not...
View ArticleRE: Lift Analysis
I have added the text file for info. Please comment using this.Thanks.
View ArticleRE: STATIC AND DYNAMIC ANALYSIS OF STRUCTURE
Model does not work. Please attach the text file (could be done by copying and pasting the text file into notepad etc.)Thanks.
View ArticleRE: Box section Modelling
One thing need to be careful about being stress reporting. Staad will report stress unlike Ansys, which reports stresses across whole thickness of the elements rather than only at selected planes...
View ArticleRE: Lift Analysis
I have pasted the notpad file below. Thanks.*****************LIFT ANALYSIS****************STAAD SPACESTART JOB INFORMATIONENGINEER DATE 19-Dec-13END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT...
View ArticleRE: Lift Analysis
A support displacement load (SDL) can be applied only to points where the nodes are restrained along the direction of the SDL. You do not have any supports at nodes 2 and 3. Add the following to get...
View ArticleRE: Lift Analysis
Thanks I have tried the 'enforced but' support option but the question remains about the force distribution. You rightly spotted my approach for defining th members as INACTIVE. For two-point lift...
View ArticleRE: STATIC AND DYNAMIC ANALYSIS OF STRUCTURE
STAAD SPACE START JOB INFORMATIONENGINEER DATE 23-Apr-04END JOB INFORMATIONINPUT WIDTH 79SET PRINT 1UNIT METER KNJOINT COORDINATES1 0 0 0; 2 5 0 0; 3 10 0 0; 4 15 0 0; 5 0 1 0; 6 5 1 0; 7 10 1 0; 8 15...
View ArticleRE: STATIC AND DYNAMIC ANALYSIS OF STRUCTURE
If you face any problem in opening the model, please let us know. What is the version of STAAD.Pro that you are using? You can get this information from Help> About STAAD.Pro
View ArticleRE: **ERROR- SURFACE INCIDENCE COMMAND OUT OF ORDER.
hai shany,im new in using staad pro v8i..im a master student in architecture.currently im doing a thesis on folded plate rc design.im try to do an analysis structure using staad pro...its seem that...
View Article**ERROR- SURFACE INCIDENCE COMMAND OUT OF ORDER.
I have created some shear wall in my job, up to modeling – there were no Errors, I can able to assign the surface property & able to view them clearly in the 3D rendered view of all the shear walls...
View ArticleRE: Box section Modelling
thanks xyz ,modestas....iam planning to model this in staad using plate elements..its relatively a large model, whats your openion to do this in staad pro.
View ArticleRE: sign convention
Hello there. Sorry to barge in like this. But I've a question and this site looks too complicated to me to find anything i need.Is there any way to show the sfd and bmd exactly as we learned?
View Articlesign convention
can anyone share what sign (i.e. positive or negative)will be use in seismic loading at seismic definition tab? like floorweight, element weight, etc
View ArticleRE: Steel BRidge PDf
Hi Honey Jain,Please try to look at http://docs.bentley.com/Regards
View ArticleRE: **ERROR- SURFACE INCIDENCE COMMAND OUT OF ORDER.
Hello Aji,Kindly send me the model please.
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RE: Staad Pro: Rotation
Make sure you keep a backup of your model before you attempt this.Assuming that your model has only members (no plates or solids):Stay in the modeling modeSelect all the membersGo to the Geometry menu...
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