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Showing 14 of 14

Stage Sequencing

It would be great if we could create stage sequencing where a stage number is assigned to every member. Add the ability to analyze and design separate stages of construction such as anything stage 1 or lessstage 2 or lessstage 3 or less The analyz...
about 1 month ago in RAM Elements 0 Needs review

Unbalanced Snow Loads

I would love to see expanded snow loading capabilities that let you apply different load distributions that are enveloped for design. Specifically for gable roof structures, ASCE 7 requires that you apply a "balanced" load (uniform across the whol...
11 months ago in RAM Structural System 1 Future consideration

HSS beam to Wide Flange column

Currently for beam to column connections, if the beam is HSS then the column must also be HSS. This is very limiting. It would be nice to allow HSS beam to WF column connections. The forces are often shear, moment & torsion. It would be great ...
about 1 year ago in RAM Connection 0 Needs review

Grouping joints as similar type.

In this version, each joints are designed after they are selected as per each type but too many case should be designed manually. Interface of RAM is great but it takes much time to input all the data of joints. Suggested as below; 1. Joint grou...
almost 3 years ago in RAM Connection 3 Shipped

Apply Lateral Point(Nodal)/Line Loads Logically

Below is a list of thoughts about lateral point(nodal)/line loads. Incorporating any of the below ideas would be helpful. 1. Allow the user to apply lateral line loads as well as lateral point(nodal) loads. 2. Allow the user to apply lateral point...
about 1 year ago in RAM Structural System 0 Needs review

Wall Design - too many redundant design warnings

I don't need multiple design warnings for the same condition. For example, I have an out-of-plane shear strength warning for one of my segments. I have 26 warnings (associated with 26 combinations) for the same condition. The "worst" one listed in...
about 1 year ago in RAM Structural System 0 Needs review

The interface between RAM elements and RAM Concept.

The interface between RAM elements and RAM Concept. I have modeled the complete structure in RAM elements. I have designed the isolated and combined footings. Unfortunately, RAM elements do not support the combined footing with 3 or more columns. ...
about 2 years ago in RAM Elements 1 Future consideration

Concrete Column view/update options

Within the concrete column view update, the following improvements to be implemented - Display the story name (i.e. PH Roof) instead of just story number, including the size. The ability to change the size and even define new sizes (e.g. 18x36, 18...
about 2 years ago in RAM Structural System 0 Needs review

Make text corrections for Results Output at Geometric Considerations.

Ram Connection provides output including "Geometric Considerations". The descriptive labels are incorrect. I suggest that Bentley, Ram Connection make corrections. The Output notes "external" and "internal" flanges. The Help section notes "top" an...
over 1 year 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