Skip to Main Content
AutoPIPE Ideas Portal

Welcome to the AutoPIPE Ideas Portal. We value your feedback, and our team regularly reviews your ideas and considers them for future improvements to our products and services.

You have 3 options for providing feedback:

  1. VOTE for an existing idea. The popularity of an idea helps us understand its importance to the community.

  2. COMMENT on an existing idea. We want to hear your unique point of view.

  3. ADD a new idea. You can always submit a new idea if no existing one describes your suggestion.

When you add, vote or comment on an idea you will also be subscribed to that idea and receive status updates. Please note we may merge or rename ideas for better clarity for the community. Thank you for your support and feedback.

ADD A NEW IDEA

All ideas

Showing 179 of 179

Rotate command should update Anchor translational and rotational stiffness components

When an Anchor support is rotated using the Rotate command in AutoPIPE, the translational and rotational stiffness components do not update to reflect the new orientation. This leads to stiffness being applied in the wrong directions relative to t...
Shrey Sharma 3 days ago in Modelling 0 Needs review

Remove automatic segment split

When a tee/branch has been modeled in a straight run of pipe and a new data point is needed Before the branch point, AutoPIPE now breaks the downstream segment of the straight pipe run (user must agree to proceed in pop-up dialog box). This create...
Guest 1 day ago in Modelling 0 Needs review

Request for Enhancement of NTL Batch Processing for Buried Pipe Analysis

Dear AutoPIPE Development Team, We are currently working on a high-level automation of piping stress analysis using the AutoPIPE NTL batch processing format. To improve the accuracy and efficiency of buried pipe analysis via batch input, we would ...
Guest 5 days ago in AutoPIPE Pipe Stress 0 Needs review

Add new support type for wall and roof penetrations

We typically model wall and roof penetrations as guides with clearance gaps of approximately 0.5 to 1.5 inches in all directions. These modeled clearances are then used to verify load transfer and confirm that the gaps are adequate at each penetra...
Karim Rinawi about 1 month ago in Modelling 1 Reviewed

Add Cold Load Design global option to Hanger dialog

The Support dialog window and the Input Grid Support tab currently have the option to turn on/off Cold Load Design. The request is to supplement these two with a global override, by adding a Cold Load Design global option to the Hanger dialog wind...
Guest 16 days ago in Analysis 0 Planned

Add design margins to piping loads being sent to structural

When it comes to exporting pipe support loads from AutoPIPE to STAAD, PipeLINK is an effective tool. While PipeLINK has most of the necessary functionality, there is a lack in the ability to add a Design Margin to the pipe support loads sent from ...
Guest over 1 year ago in Reporting 4 Future consideration

Include ASME B16.5 dimensions in EN1591 Flange Analysis

Currently, the EN1591 flange analysis only includes PN flange dimensions. Theoretically, you could manually input all the dimensions for an ASME flange but that would be extremely tedious to do every time. There is some ambiguity/"looseness" with ...
Sean Pellerin 3 months ago in Analysis 1 Needs review

Export DGN, DB and others using DataAPI

This functionality would be very advantageous for post-processing results. I currently have scripts to convert dgn to dwg (and adjust according to my delivery standard) in addition to accessing the .db to generate an organized excel with the relev...
Guest 4 months ago in Reporting 0 Needs review

Separate the Support Forces Global Direction column by x, y, and z

About the support forces of the Excel Report of the report manager The Global_Direction outputs the same column, but users need to separate them by X, Y, Z. Please develop the AutoPIPE to separate the column by x, y, and z?
Yasushi Nagao about 1 month ago in Reporting 1 Future consideration

Add Snow and Ice load to structural and pipe members

Snow loads should be considered in the GR load case during analysis and design for static seismic loads, to account for the contribution of snow mass to horizontal seismic inertia forces.
Shrey Sharma 5 months ago in Analysis 2 Needs review