# Hey, this is Colton **URL:** \ **Category:** Introduce Yourself\ **Created:** [December 15, 2023, 5:05pm UTC](https://blueprint.calcs.com/t/hey-this-is-colton/217 "2023-12-15T17:05:19Z")\ **Posts on this page:** 3\ **Page:** 1
**Author:** ![Colton.JKAE](https://yyz1.discourse-cdn.com/flex029/user_avatar/blueprint.calcs.com/colton.jkae/32/74_2.png) [@Colton.JKAE](https://blueprint.calcs.com/u/Colton.JKAE)\ **Post date:** [December 15, 2023, 5:05pm UTC](https://blueprint.calcs.com/t/hey-this-is-colton/217/1 "2023-12-15T17:05:19Z")
My name is Colton, I’m a Structural Engineer (SE) with JKAE in Reno, NV where we deal with major snow and seismic loads around the Lake Tahoe region. I was invited here by Laurent while complaining about ACI 318-19’s new foundation shear equation. But, I’ll create a separate post for that. ClearCalcs tackles load-linking in an exceptional way and that’s what sold me and our company to join. So, it’s tough coming up with a new module suggestion. I have not seen a steel-composite beam module yet though. That would greatly help my larger commercial and educational projects. Anyways, happy to be here and looking forward to the growth. Colton ---
**Author:** ![ati.aziz](https://yyz1.discourse-cdn.com/flex029/user_avatar/blueprint.calcs.com/ati.aziz/32/8_2.png) [@ati.aziz](https://blueprint.calcs.com/u/ati.aziz)\ **Post date:** [January 9, 2024, 6:23am UTC](https://blueprint.calcs.com/t/hey-this-is-colton/217/2 "2024-01-09T06:23:56Z")
Welcome to the community, @Colton.JKAE! Love to hear about the impact of load linking to your company. I’ll make sure our team note your point here about the steel composite beam module 👈🏽 @lgerin @brooks.smith. ---
**Author:** ![chris.borzillo](https://yyz1.discourse-cdn.com/flex029/user_avatar/blueprint.calcs.com/chris.borzillo/32/16_2.png) [@chris.borzillo](https://blueprint.calcs.com/u/chris.borzillo)\ **Post date:** [March 1, 2024, 1:58am UTC](https://blueprint.calcs.com/t/hey-this-is-colton/217/3 "2024-03-01T01:58:35Z")
> [@Colton.JKAE](#): > > I was invited here by Laurent while complaining about ACI 318-19’s new foundation shear equation. But, I’ll create a separate post for that. Tremendous 😂 We love each and every idea!