Re: Ram connection V8i
Rasha,You are correct. Currently, channels cannot be used for column sections in a column-base plate connection. Currently, only I-shaped, tube, and pipe sections can be used for column sections.Please...
View ArticleRe: Ram Elements - Beam Module - Concrete and Continous
1. The continuous beam module is best used as a stand alone module for design of gravity beams. As noted, it does not support load cases other than dead load and live load. It also does not support...
View ArticleRe: Reg Ram Connection
The primary problem is that you only have the single load case with moment entered as a positive demand (compression on the top flange, tension on the bottom), so there is no tension at the top flange...
View ArticleRe: Modeling Sloped Roof
Seth:I followed the instructions as best I could, but to no avail. This process did raise the top of columns, but it didn't bring the rest of the framing with it. This is the first project I have...
View ArticleRe: Modeling Sloped Roof
rtully:The coordinates of that column are: (0.2500,0.8333). This is due to the fact that it is 4" and 10" from the corner of the exterior metal stud wall which is being used as the origin in the DXF...
View ArticleRe: Modeling Sloped Roof
The Secure File Upload on the right here is good for RSS files, otherwise you can save as a .zip file and attach directly to a forum post if it's small.Meanwhile, make sure you don't have 2 stories or...
View ArticleRe: Stack-frame analysis
Whereas multilinear springs can be used to simulate changes in spring stiffness with displacement which is typically what happens for soil supports, I don’t think this would be applicable in your case....
View ArticleRe: Reg Ram Connection
Hey seth,Thanks for that. But for the flange weld capacity and in beam haunch, i marked some values where i couldnt find how the demand values are calculated. if you could assist me, it'll be very...
View ArticleRAM Connection: Base Plate common to 2 brace frames
I have a brace frame building where one column is shared between two brace frames. Is there any possible way to design the base plate connection in RAM Connection? Every option I have tried seems to...
View ArticleAISC 360-10 Steel Design
Please refer to the attachment, the design results performed by hand calculation not matching to the steel design as per AISC 360-10. Pls refer to the attachment and clarify.
View ArticleStructure wizard not opening
I am not able to open the structure wizard. As i go to geometry >>open structure wizard .... it do not come up
View ArticleRe: Structure wizard not opening
Please take a look at this thread:communities.bentley.com/.../238162.aspx
View ArticleRe: Structure Wizard Not working in V8i?
As i start with a new model in the staad , & select the open structure wizard it do not come up ..Or While making the model, in between the if i go to the geometry>>>open structure...
View ArticleRe: Structure wizard not opening
Please try the following:double click on Stwizard.exe from STAAD.Pro installation folderX:\SProV8i SS5\STAAD\StWizardand let me know what message comes up.
View ArticleNeed to generate the truss between multiple supports
Please suggest how to generate the truss b/w the supports , with web spacing spaced by the user & other parameter set. at the support loaction one verticle member is required.
View ArticleHow to assign the floor load on Trusses
I am modeling a G+1 building with the truss at the floor & roof level.I am geting problem in defining following things:-1) The floor & roof :- that how this programe will come to know which is...
View ArticleRe: How to assign the floor load on Trusses
Hi Er.HT,Please see this post:communities.bentley.com/.../140713.aspx
View ArticleRe: RAM Connection: Base Plate common to 2 brace frames
Is this in the integrated RC or the standalone version. For what it's worth, I've been modeling it as 2 separate joints in the standalone with the baseplate anchors duplicated using the customized...
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