RE: Upt file not read on ss6
As you have mentioned, program does not design the section, so I need to know the design code that you have used. It will be helpful if you upload the STAAD model.
View ArticleRAM Data Access Programming in C#
Our engineer's are interested in developing a C# application that will send external data to RAM Structural System to create a complete structural model. The ideal method for interfacing with RAM...
View Articlestructure wizard
structure wizard is not opening in the staad pro v8i software please give me the solution
View ArticleRE: Staad gable frame steel building design example
(Please visit the site to view this file)here i am attaching a simple steel frame with simple loading for your understanding...
View ArticleStaad gable frame steel building design example
Please help me by giving me a full design example of a gable frame steel building in staad pro. Actually i am looking for the loadings and its combinations in a full design and also the support...
View ArticleUpt file not read on ss6
I trial use upt file, create from old version. I used user table from external file. Input profil ok done, but after running member not checked. I use steel design and my upt file is general section. I...
View ArticleRE: Staad gable frame steel building design example
Please note that you have to use design parameters effectively in the model as per your requirement.
View ArticleRE: Upt file not read on ss6
Sorry mr dsanju, i dont remember because the file i create from staad2004. On staad pro v8i ss2, ss4, ss5 is no problem data staad reading the file, but only on ss6 version 33 runing oke but member...
View ArticleRE: STEEL DESIGN PARAMETERS
As you noticed on the above photo stiffener is present and provided at every one meter length. Also not shown are purlins at every one meter length. Please provide me the unknown design parameters as...
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STEEL DESIGN PARAMETERS
COULD YOU PLEASE SPECIFY THE DESIGN PARAMETERS OF THE BEAMS WITH A FINITE LENGTH OF 1.0 AND 0.75 METERS ON THE GABLE FRAME SHOWN ON THE ATTACHED PICTURE. ASSUMING THAT IT IS MODELED AS A...
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RE: Design as per Response spectrum results.
A typical floor plan is for the building used in case study is shown above. The following commands are used for Response Spectrum load case:SPECTRUM CQC 1893 TOR X 0.036 ACC SCALE 1 DAMP 0.05 MIS 0...
View ArticleRE: MASTER-SLAVE CANNOT BE DEFINED ALONG WITH FLOOR DIAPHRAGM.
While dealing with Rigid Diaphragm commands, you need to note the followings: 1. Full diaphragm definition should be provided in one line. Second diaphragm definition should be provided in second line....
View ArticleRE: Lateral load distribution
I think rigid link part has been answered. You may simply look at support reactions. Identify support reaction of the moments resisting frames and that of shear wall for lateral loads. Compare them to...
View ArticleLateral load distribution
[View:/cfs-file/__key/communityserver-discussions-components-files/5932/6403.RIGID-LINK.std:698:549]I have attached the std file of a 2D frame model with shear wall using surface element. The frame is...
View ArticleRE: *** ERROR: MASTER-SLAVE CANNOT BE DEFINED ALONG WITH FLOOR DIAPHRAGM.
Floor diaphragm cannot be specified along with MASTER-SLAVE command.
View Article*** ERROR: MASTER-SLAVE CANNOT BE DEFINED ALONG WITH FLOOR DIAPHRAGM.
Hi every body. I was trying to find the center of rigidity and this displays. I used the Floor diaphragms and master slaves to do this.Thanks in advance.
View ArticleRE: error: above line contains erroneous data
I used the same version that you mentioned.
View Articleerror: above line contains erroneous data
Hi. I am getting this when i run my model.. ERROR: ABOVE LINE CONTAINS ERRONEOUS DATA. DATA CHECK MODE IS ENTERED. How do i fix this?here's my input run:STAAD SPACESTART JOB INFORMATIONENGINEER DATE...
View ArticleRE: Staad gable frame steel building design example
i have already define the parameters required...if required any othr pls let me knw...
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