RE: RAM Steel Column design information via RAM DataAccess?
The only steel column design results that are available in RAM DataAccess are the controlling code check ratios in RAM Steel Column and RAM Frame Steel Standard. These are available as properties in...
View ArticleRE: RAM Steel Column design information via RAM DataAccess?
Thanks Eric. Are there any plans to add more detailed design information? It would be very useful!
View ArticleRE: STAAD PRO PUSHOVER ANLYSIS
Can you attach your original model in which you had the HSSP sections?
View ArticleStaad Pro or Ram Elements Reinforced Concrete Floor
I am using Staad Pro Select Series 1 and the latest version of Ram Elements. My project involves checking an existing 2-way flat plate with drop panels and new loads (wheel loads). I understand that...
View ArticleRE: STAAD PRO PUSHOVER ANLYSIS
MohandesI did not know how to attach it as a fileFWIW, to attach a file to your post, select the Options tab next to Compose tab when you use the "Use rich formatting" option. Or, you can also use our...
View ArticleRAM Connection
RAM connection down load correctly in windows 7 32 bit , but i have a difficult in down load it to windows 8 64 bit and error like ( cannot load bentely . liclib .dll Error 126 ) please any one can...
View ArticleRE: MODELLING MOVING LOAD WITH HORIZONTAL LOADS (FX AND FZ)
Don't quote me, but I don't think you can add a horizontal force to the load generation. It would be nice to input a certain percentage of the vertical moving load but I don't believe this is available...
View ArticleRE: MODELLING MOVING LOAD WITH HORIZONTAL LOADS (FX AND FZ)
thanx, really appreciate.. i will try your suggestion and i will get back to you
View ArticleMASS MODEL NOTE
hi,i define MASS through reference load, after running my model ive got a note:"*** NOTE: MASS MODEL FORMED WILL BE USED IN SEISMIC/RESPONSE/TIME HISTORY LOADING, IF ANY."did i something wrong to my...
View ArticleRE: RAM Connection
You need to uninstall the Bentley IEG license and re-install it again.Refer to the following wiki article:communities.bentley.com/.../7985.aspx
View ArticleRE: MODELLING MOVING LOAD WITH HORIZONTAL LOADS (FX AND FZ)
Hello,As correctly in the above post, you can apply the moving horizontal load using the Notional load option. It was introduced to address a requirement of the AISC 2005 code's Direct Analysis method,...
View ArticleMODELLING MOVING LOAD WITH HORIZONTAL LOADS (FX AND FZ)
hi everyone,how can i model moving loads using LOAD GENERATION that have horizontal loads (Fy, Fx and Fz)is staad have any facilities for this type of moving loads? can i custumize the vehicle...
View ArticleRE: How to Restrained Purlin
I saw your model. It appears that you have modeled the purlins properly as they are perpendicularly placed on the rafter.The only thing you need is to assign the moment release at the end nodes if your...
View ArticleRE: Calculating Dynamic Augmentation Factor
Are you referring to this term in the context of the British wind loading code BS6399? Do you have any document that shows how this term is to be calculated?
View ArticleRE: STAAD PRO PUSHOVER ANALYSIS
If you can wait a couple of days, we can provide a solution for 2 of the 3 problems.The crash (that you reported in your first post) that occurs when the applied loading is very nearly equal to or...
View ArticleRE: STAAD PRO PUSHOVER ANALYSIS
Kris Thank you. Looking forward to hearing from. Many Thanks.
View ArticleRevit RAM Link - Question about viewing model in RAM 3D Viewer and RAM Modeler
Hello,I exported a Revit model into RAM using the Revit RAM Link. My model has 2 levels. Level 1 has rectangular concrete beams and isolated footings. When I view the model in RAM Modeler, I'm able to...
View ArticleRE: Revit RAM Link - Question about viewing model in RAM 3D Viewer and RAM...
Try turning on the foundation numbers with the icon on the toolbar. The foundations should be visible then. The foundation level normally does not have a plan view in RAM. Only the framing levels. If...
View ArticleRE: Calculating Dynamic Augmentation Factor
No, I was not specific to BS 6399! For example if someone is carrying out a forced vibration etc. analysis using sinusoidal force function then how can he interpret or process the results to find out a...
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