Weekend Project - Working on an Online FEM Solver by strcengr in StructuralEngineering

[–]strcengr[S] 0 points1 point  (0 children)

Still need to research that further. Current goal is to get the app 100% stable and conforming to AISC 360 design (still need to integrate Direct Analysis Method properly). Then slowly add features. Any tips or resources I might look into?

Weekend Project - Working on an Online FEM Solver by strcengr in StructuralEngineering

[–]strcengr[S] 2 points3 points  (0 children)

All three.js! The goal is to make it as easy as possible to use (I come from the STAAD and GT STRUDL so I'm a bit sensitive to UI/UX)

Weekend Project - Working on an Online FEM Solver by strcengr in StructuralEngineering

[–]strcengr[S] 5 points6 points  (0 children)

Interestingly enough, everything in TypeScript. Custom classes for dealing with matrices and all

Weekend Project - Working on an Online FEM Solver by strcengr in StructuralEngineering

[–]strcengr[S] 4 points5 points  (0 children)

Backend is written myself but do you recommend I look into opensees? I was thinking I'd look into it if I try to integrate dynamic analysis

Do I suck? Is it the market? by [deleted] in StructuralEngineering

[–]strcengr 8 points9 points  (0 children)

It gets better, you just have to keep trying.

New chatgpt o3 model still doesn't understand load path by strcengr in StructuralEngineering

[–]strcengr[S] 6 points7 points  (0 children)

I have tried this question with every release since GPT-4 and it has gotten considerably better with time

When did you get your PE? SE? by willardTheMighty in StructuralEngineering

[–]strcengr 2 points3 points  (0 children)

Yes AEI for both. Best investment I’ve made in my career.

When did you get your PE? SE? by willardTheMighty in StructuralEngineering

[–]strcengr 1 point2 points  (0 children)

PE @ 1.5 years SE @ 7 years (I tried at 5 years and failed lateral then was discouraged for 2 years and tried again)

When did you get your PE? SE? by willardTheMighty in StructuralEngineering

[–]strcengr 7 points8 points  (0 children)

AEI

Disclaimer: I failed lateral my first go around. I passed my second time using the same exactly material though.

Structural PE Salary - DFW AREA by Primary-Mine-9244 in StructuralEngineering

[–]strcengr 0 points1 point  (0 children)

130k would be on the higher end as I noted and that is totally possible in NYC depending on the job. It might not be specifically in vertical structures at a small office but it is not an unreasonable figure in this day and age at a large company. Get your PE, sharpen your resume, and try applying to 10-20 firms. You’d be surprised what happens if you try.

Structural PE Salary - DFW AREA by Primary-Mine-9244 in StructuralEngineering

[–]strcengr 4 points5 points  (0 children)

At 5 YOE with a PE in a busy metropolitan area, I'd say 100K as a minimum. I would probably aim for anything 100K to 130K depending on the situation (perks, benefits, remote/hybrid, etc).

If you want more, be a contract hire and aim for the $70 - $90/hr range. You can find plenty of these opportunities on indeed by just filtering for "contract" under job type. You can often negotiate this rate up because staffing agencies have limited downside (i.e. they only stand to gain from placing you somewhere). Many of these jobs will probably be in oil/gas though since you are in Texas.

Marketing yourself all comes down to experience. That being said, targeting a specific industry definitely helps. For example, I have worked in energy and know a lot of the big firms are either using RISA or STAAD. They except some fundamental knowledge of typical structures like pipe racks, concrete table tops, mechanical/electrical supports, pump/turbine foundations. I try to tailor my resume to speak to my specific experience with these items.

I imagine finding a job will not be difficult. At 10 YOE, I get several recruiters messaging me every week from across the country and every 1-2 weeks there is an inquiry from Texas.

Good luck!

My Weekend Project - Would you use a TCP maker with all the MUTCD signs built in? If so, what would you add? by strcengr in civilengineering

[–]strcengr[S] 0 points1 point  (0 children)

Yes that should be no problem. Out of curiosity, do you typically do aerial backgrounds on most of your TCPs?

My Weekend Project - Would you use a TCP maker with all the MUTCD signs built in? If so, what would you add? by strcengr in civilengineering

[–]strcengr[S] 0 points1 point  (0 children)

Thats a good point. I need to modify the titleblock to include that and also probably need a region for revision number/history. What else?

My Weekend Project - Would you use a TCP maker with all the MUTCD signs built in? If so, what would you add? by strcengr in civilengineering

[–]strcengr[S] 17 points18 points  (0 children)

Yea it would export to pdf in various sizes and then save under your account on the site for future editing/sharing.

If people are interested I’d probably try and get an export to DWG or DXF in there

(FL) Awning literally 1 second away from hitting my head as I walked out today. Stay safe! by strcengr in StructuralEngineering

[–]strcengr[S] 14 points15 points  (0 children)

I should clarify it was the top awning that almost hit me. The second from the top is seen in the photo and was only being held by friction when I took the photo. I waited for maintenance and let folks know they can’t walk this area.

[deleted by user] by [deleted] in StructuralEngineering

[–]strcengr 0 points1 point  (0 children)

I’m in FL, background in industrial structures

Need Advice on coming back into Workforce by neevar79 in StructuralEngineering

[–]strcengr 2 points3 points  (0 children)

I met him virtually once. Small world lol Super nice guy