Skip to Main Content
Need Support? Let’s guide you to the right answer or agent.
ADD A NEW IDEA

All ideas

Showing 296 of 296

T-section availability for European Library for IPE/HE Sections

No description provided
almost 2 years ago in RAM Connection 0 Needs review

To include option for beam to be rotated at 90 and 45 degrees

it is being used in piperacks design with cable trays and will be a big help to designers if this will be included in the next version
about 2 years ago in RAM Connection 0 Needs review

Incorporate Crack width checks for Spread or combined footing in Foundation design module.

Incorporate Crack width checks for Spread or combined footing in Foundation design module. It helps users to check the design of footing in aspects rather to go outside the program and check the things.
about 2 years ago in RAM Elements 1 Needs review

Design of Splice joints of non-standard profiles such as stacked PFC's

I have recently been requested to design a nonstandard profile splice joint. The profile consisted of double-up 200PFC. Unfortunately, RAM does not have this option. I had to take this task to the FEA and spend long time analysing connection. This...
about 2 years ago in RAM Connection 1 Needs review

Additional curtains to shear wall bar template

The shear wall module bar template is limited to 3 curtains. Please increase to 5 or more.
about 2 years ago in RAM Structural System 0 Needs review

poder adicionar desplazamientos en los nodos simulando desplomes en la estructura

No description provided
about 2 years ago in RAM Elements 1 Already exists

I have a suggestion/idea. Why can't the program allow the user to open multiple windows in RAM SS?

I have a suggestion/idea. Why can't the program allow the user to open multiple windows in RAM SS? It helps the user to understand more in a better way. As a beginner users will make mistakes or errors and it will make it easy for them to understa...
over 2 years ago in RAM Structural System 2 Needs review

User selects steel panel zone capacity equations

Setting the rigid end zone to 0% reduction consistent with the panel zone element assignment causes RAM to use the first set of equations for panel zone shear capacity (panel-zone deformation effect on stability ignored). I think the user to speci...
over 2 years ago in RAM Structural System 2 Needs review

In RAM CONNECTION, there is no CSA S16 Horizontal bracing connection check

No description provided
over 2 years ago in RAM Connection 1 Needs review

Option to define beam unbraced length

Add the ability to explicitly define the flange bracing points or unbraced length for beam top and bottom flanges. Currently the program options are limited to only specify whether or not the deck provides flange bracing, but for structures withou...
over 2 years ago in RAM Structural System 1 Future consideration