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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.

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ADD 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 ? 

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RE: 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...

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RE: 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...

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RAM 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...

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RE: 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...

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RE: Text font sizes

I am using a resolution of 1920 x 1080, which is the recommended resolution in the control panel.

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Text 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...

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Unable 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

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load 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.

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RE: load cases grayed out

Probably not in the Tutorials. The attached document is old but walks through it. 

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RE: 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...

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RE: 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...

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RE: 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".

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RE: 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...

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RE: 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?

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RE: 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...

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RAM 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) -...

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RE: 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...

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Design 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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