RE: ADD Timber Section into STAAD
You can create a material as explained in this post: communities.bentley.com/.../116114 You can define the section shape by clicking on the Define button in the General -> Property vertical page.
View ArticleADD Timber Section into STAAD
I am trying to add Timber Section and material into STAAD but there isn't any database for UK Timber Sections, is anyone can help ?
View ArticleRE: RAM Footing Design
I recently started working with RAM structural system, I have the .ftd file but I can not open it by RAM structural system? how would I open the file by RAM structural system? and is there a...
View ArticleRE: RAM Footing Design
The RAM Foundation module cannot be used as a stand-alone module. Foundations designed in the module are integrated with the full model. RAM Foundation is accessed by opening a .rss file, running the...
View ArticleRAM Footing Design
Take a look at the attached footing module design. It is subject to uplift and shear on the concrete pedestal. If I decrease the thickness of the footing my overturning factor of safety and bearing...
View ArticleRE: Text font sizes
There is no specific control for that. Are you using an ultra-high resolution monitor (if so, what resolution)? We have seen heard reports of a few things like this that don't scale wit the windows...
View ArticleRE: Text font sizes
I am using a resolution of 1920 x 1080, which is the recommended resolution in the control panel.
View ArticleText font sizes
How can I increase the font size of text within the pop-up windows of the RAM Connection Standalone program? I was able to increase text size for the main windows through the Windows 7 options, but...
View ArticleUnable to sign in Community Client
hi,I am not able to sign in Community client. When I enter my username and password, a dialog box pops up as " User failed to login"Please provide with some solution
View Articleload cases grayed out
I am trying to run analysis in Ram frame, for some reason all load cases I added are grayed out. Please advise.
View ArticleRE: load cases grayed out
Probably not in the Tutorials. The attached document is old but walks through it.
View ArticleRE: load cases grayed out
Thank you for providing me with that document. In picture above, I am using precast walls to resist wind in parallel direction (parallel to walls) and moment frames to resist wind in the other...
View ArticleRE: load cases grayed out
In criteria - general make sure the option to consider wall out-of-plane stiffness is turned off. Furthermore, if you are using flexible or pseudo-flexible diaphragms make sure you have not applied...
View ArticleRE: RAM Connection CE - No connections could be assigned
Thanks for the link. Unfortunately, I still cannot assign several connections at the brace frames. I've uploaded the model. The file name is "M61511-Porterville HS-Connection Model.rss".
View ArticleRE: RAM Connection CE - No connections could be assigned
I was able to assign Gusset Connections in your model. I did so using joint 214 (I used the CBB DA type). I also tested using CVR connections at the places where the braces intersected beams. That also...
View ArticleRE: RAM Connection CE - No connections could be assigned
I just tried CBB DA connection types and am able to assign those, but when I try CBB SP (the type we typically use) I get the error I mentioned above. Do you have the same problem?
View ArticleRE: RAM Connection CE - No connections could be assigned
I can reproduce the problem with the CBB_SP type. I'll have to report that to development. Meanwhile, you can assign the CBB_DA type to the joint, then drill into the connection and change the...
View ArticleRAM Connection CE - No connections could be assigned
When attempting to assign connections in RC (version 11.0.0.177), I get a message like this anytime I try to assign a connection:[Error] No connections could be assigned to joint "Node(214) -...
View ArticleRE: Design of industrial shed on concrete column.
An open structure is a term used to convey to STAAD that wind blows through the building and the only obstruction encountered by the wind are the widths of the individual members (beams, columns and...
View ArticleDesign of industrial shed on concrete column.
I am having a case in which a steel rafter is connected to a RCC column.I want to know that, do i have to assign lateral load on RCC column or not, as we do it in the case of steel column and steel...
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