Problem opening staad file and misc
Hi,While opening any staad files (connect edition) in my system I have to try it at least 2 times, sometimes after clicking 4/5 times the file opens. Please help how to solve this. Furthermore, after...
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Issues with RAM connection
Hello forum once again,For design of fully welded BCF as per Eurocode-3, the effective width calculated on the basis of EN1993-1-8, eq 4.6a.One of the input required in this formula is root rad, now...
View ArticleFloor load not assign where Beam plan are not in group.
https://drive.google.com/file/d/1Rxs-F8JJ7RB2rt_hmIvqktOUWlC4Kf0y/view?usp=sharingplease check attached snap link.where beams are not in square pattern floor load are not applied.how to add floor load...
View Articlebridge design and analysis in staad.pro
Can someone please help me to design and and analysis of bow string steel arch road over bridge with response spectrum loading and moving load generator (it will focus on building the model and moving...
View ArticleJoist Girder Moment Frame
Can a joist girder moment frame be modeled in RAM Elements? I have a moment frame with columns and beam. I would like to swap the beam for a joist girder.
View Articlecantilever beam
Are there any examples of how to design a cantilever beam? How to use the parameters CAN, DFF, DJ1 and DJ2?
View ArticleStory drift using UBC 1997 in Staad.Pro
Is there a way to print story drifts using UBC 1997 in Staad.Pro?
View ArticleRevit Grid->ISM -> Staad Pro
Hi,We are working on the Revit to Staad Pro Workflow. We want to create the grid in Revit and export to ISM and import into Staad Pro to model some of the structure. When we tried, the grid is...
View ArticleCant open .std file from RCDC "unable to read staad OEM" ; "unable to read...
Also i have several warnings about my windload that i cant seem to fix. Here is the file:https://drive.google.com/open?id=1X6AhaR0JVIGzVwvy42PAWkxYI3LrQF0H
View ArticleDoubly reinforced beam design as per IS 13920 in STAAD
The warning for beams when designed as per Indian Standard 13920- " Singly Reinforced beam fails and so increase beam depth". My point is when the beam section fails as singly reinforced beam , why...
View ArticleRAYLEIGH ERROR
hi , can someone give me some clue , why did i get 17.589 cps when i am running rayleigh calculation , i check all support is already correct and i also change my beam configuration but it also...
View ArticleBase shear not tallying with manual calculations
How is it that my calculation does not tally with Staad's output. I used staad's reported weight of the floor levels and applied provisions of UBC 1997 for base shear.
View ArticleCurtain wall design
Good afternoon ,I joined in aluminum and glass comapny as strucural design engineer , but my previous work in concrte feild ,This company speicilst in curtain wall designs and canopyI want to ask if i...
View ArticleTAPER SECTION & BUILT-UP SECTION
Q.1 What is taper section as defined in STAAD?? Q.2 Can we use it for defining section Formed / welded steel plates?? OR SHALL WE DEFINE PROPERTIES OF BUILT UP SECTION IN GENERAL SECTION OR IN SECTION...
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Frame Story Shear and distribution on Semi Rigid Diaphragm
Hi, I have a semi-rigid diaphragm modeled in my model.1) Could you explain to us how the location of story shear is being located in the model. Should this be located based on centroid of the building?...
View ArticleMEMBER DESIGN FAILED FOR MEMBER
I created a simple STAAD model of a platform supported by 3/4" cables. When I run the analysis, an error message states: "ERROR:MEMBER DESIGN FALED FOR MEMBER 147". Member 147 is a cable. As an...
View ArticleError messages
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 09-Feb-18END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 0 0; 2 0.4 0 0; 3 0.8 0 0; 4 1.2 0 0; 5 1.6 0 0; 6 2 0 0; 7 2.4 0 0;8 2.8 0 0;...
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Staad connect
Pl give me solution for Return to analytical model is not performed. Please suggest me.
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