RE: How can we incorporate RAM Connection data in ISM file?
Ram Connection v9.0 is in the final stages of testing. This version works with RAM SS 14.06.01.00 (launched directly from Ram Manager) and will export base plate and gusset plate geometry to the ISM...
View ArticleRE: Stair Seismic Design
In Ram Elements you can do either static seismic analysis or dynamic. In static it's entirely up to you to enter the forces, nodal loads or member forces, the program does not calculate the ELF for...
View ArticleRE: STAAD Pro - Warning Message
Staad writes a text file with all the parameters of the model, loads etc. which you will need to get involved with using the Staad editor.The line length for commands in the text file is 79 characters...
View ArticleApplying loads to tensioned fabric between arches
Hi,I am trying to model a tensioned fabric structure. It consists of a series of arches with shades attached between them. My first attempt was to create a surface between the arches, but it seems the...
View ArticleRE: How to model 2 members at the same coodinates and joints
Regarding the 1st query :There is no 449 member in the model, can you please specify the correct member number?Also, 2 members having the same joint co-ordinate will result in duplicate member in the...
View ArticleRE: STAAD Pro - Warning Message
Dear sir,I have attached the model (In my first post).Regards,Varad
View ArticleRE: STAAD Pro - Warning Message
I will be grateful if you go through the model and suggest any improvement or short cuts, in model or loading.RegVarad
View ArticleSTAAD Pro - Warning Message
Dear Sirs,Am new to STAAD Pro. I have made a plate model and applied few primary loads and combinations which includes hydrostatic loads, nodal loads etc. when i try to analyse i get following warning...
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RE: STAAD Pro - Warning Message
Dear Sir,I saw the screen model. I have understood that we should not give a lengthy load case name (not more than 78 characters). WIll it create any prob in analysis or results ? or is there any...
View ArticleRE: STAAD Pro - Warning Message
For the input, there are 2 options: 72 character width and 70 character width . Go to Command>>Miscellaneous>>Input Width optionYou have to restrict your command line to either 72 or 79...
View ArticleRE: Deflection table views
You can use a command PRINT SECTION DISPL LIST n (where n is a member number) to get the global displacements at 13 points of the beam. These displacements will be reported in the Output file.
View ArticleDeflection table views
Pls find the attachment,In my model the deflection values shows only local deflection in section displacement table & output report. In properties table Global deflection shows maximum value. How...
View ArticleRE: Deflection table views
Please try the following - in the Postprocessing go to Report-Section Displacement to get the Global displacements.
View ArticleRE: Retaining the STAAD Input Editor in STAAD.X
Does it concern anyone other than me that one the most used structural analysis programs in the world only has 15 people answering this rather important question?
View ArticleRetaining the STAAD Input Editor in STAAD.X
Dear STAAD.pro Users, As you know we at Bentley Systems are in the process of developing our next generation STAAD products named STAAD.X. The new software would have a new state of the art graphic...
View ArticleRE: How to model 2 members at the same coodinates and joints
I used to model two duplicate single angle members between the same nodes for things like laced columns. It can be little tricky to work with graphically since the members are literally in the same...
View ArticleRE: Modelling a timber-concrete composite beam
Try making the members fixed, no hinges, to confirm that everything is connected together and working as a system. If that works, go back and systematically start adding hinges/releases to see where is...
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