# Bearing load distribution

**URL:** <https://prepomax.discourse.group/t/bearing-load-distribution/2862>\
**Category:** General Questions\
**Created:** [July 20, 2025, 7:13pm UTC](https://prepomax.discourse.group/t/bearing-load-distribution/2862 "2025-07-20T19:13:44Z")\
**Posts on this page:** 1\
**Page:** 2

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**Author:** ![ANYS](https://yyz2.discourse-cdn.com/free1/user_avatar/prepomax.discourse.group/anys/32/7737_2.png) [@ANYS](https://prepomax.discourse.group/u/ANYS)\
**Post date:** [February 17, 2026, 11:37pm UTC](https://prepomax.discourse.group/t/bearing-load-distribution/2862/21 "2026-02-17T23:37:09Z")

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I dare this approach is new for most of you.

It constrains the base nodes of an only compression support to a ref node. Then a load can be applied to the ref and what is commonly a static base surface (Only compression surface) can be quasistatically moved in any direction. One can test the whole 360 performance of the hole.

It’s kind of an only compression distributing coupling.

> **[LOAD\_ON\_LUG\_ONLY\_COMPRESSION.inp](https://wetransfer.com/downloads/a8d631f12eb6add78175ec3feefd95f020260217232626/849f07?t_exp=1771629986&t_lsid=82ee15fa-6c29-4c32-835c-7c53cb570b97&t_network=link&t_s=download_link&t_ts=1771370786)**
>
> 1 file sent via WeTransfer, the simplest way to send your files around the world

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