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Ability to Select Joints when beam is selected

If I have a group of beams selected, I would like the ability to then select the joints at both ends of the beam. This seems to be an easier option to select similar joints that can be designed together. However, I may be missing an easier work flow.
almost 3 years ago in RAM Connection 0 Needs review

New section

Hello, how can i insert new section in Sectio Data BAse (US) in RAM Connection?
over 3 years ago in RAM Connection 1 Already exists

Base Plate Analysis with Octagonal Column

Good Morning Every oneI have an octagonal light Pole that i need to check on its base i cant find the suitable column section for the analysis can i create one or import it such as section designer in SAP2000
over 3 years ago in RAM Connection 0 Needs review

Add Angle Bar option for Column selections

Hi, I justa want to request to add an option for Angle Bar columns for Ram Connection. Angle bar columns are normally used for communication towers, either 3-legged or 4-legged. Regards,Nicolas
over 2 years ago in RAM Connection 1 Needs review

Add a 3D view of the connection into the output report

Typically when printing out an output report for inclusion in a calculation package, I will also include a screenshot of the 3D connection detail view. It would be great if this feature was included by default, or at least an option, as part of th...
almost 3 years ago in RAM Connection 0 Needs review

A connection question in RAM connection

Hello:we have a question when we use the RAM design the conn as shown in the sketch below, we want generate a MC conn on BM A at column flange too( as the conn on BM B), please advise if RAM can do it or not? Thanks, lifan
over 3 years ago in RAM Connection 0 Needs review

Wind Surface Loads Bypassing Interior diaphragms

It is my understanding that wind loads in RAM Frame are distributed vertically between each diaphragm. However, I have a multistory structure that is encased with a curtain wall between the ground floor and roof that distributes wind load vertical...
over 2 years ago in RAM Structural System 1 Already exists

RAM Concrete shearwall - Issues with nominal capacity after reinforcement change - RAM SS 17.01.01.05

I am encountering an issue where the nominal values and the resulting interaction ratios are suddenly changing within the concrete shearwall design window. To get to where I am having the issues, the model is being built, loaded, and analyzed with...
over 2 years ago in RAM Structural System 0 Needs review