Medeek Engineering

medeek

Overhanging beams with point loads now check out. Once again ChatGPT to the rescue to help debug my syntax and even debug my actual algorithms. This AI stuff is getting crazy good, sometimes it makes mistakes but then it is able to reason and catch itself, it's uncanny.

Now I just need to debug for uniform distributed loads on overhanging beams. Then it is on to the actual engineering portion (AWC stuff for wood) and some final formatting of the PDF/HTML report.

I'm also not entirely satisfied with the clunkiness of the tools used to move and create the supports, some improvements on this end are needed. A load/support copy tool would be really nice, rather than having to create completely new loads and supports from scratch.

medeek

First look at partial UDLs with overhangs:

So with that I think the basic nuts and bolts of the matrix analysis engine is in place and functioning pretty much as expected. Of course it will probably be a few more days or even weeks before I am able to put out every little fire that may be burning undetected thus far, but we will see.

Now I will turn my attention to the following items on the todo list:

1.) Try to fix the truncation in the shear graph so that vertical jumps actually are vertical.
2.) Add in the standard engineering checks for wood beams (glulam, lumber, timber, LVL, SCL and PSL)
3.) Finish the formatting and layout of the HTML report. I may also include an option between a condensed report and a detailed report (or that may come later).

Things that are not specifically on the todo list but are interesting:

Add in fixed and partially fixed supports, currently every support is assumed pinned.
Engineering for steel beams
Trapezoidal distributed loads
Moment loads

medeek

Version 0.8.1 - 09.07.2025

Developed the matrix analysis engine for the beam calculator using the stiffness method.
Added a load diagram to the beam report.
Added shear and moment graph to the beam report.
Added a deflection graph to the beam report.

The engineering report is still not complete however by rolling this beta release I can allow potential users of this plugin the ability to test it out and assist in the debugging. The plugin can be directly downloaded from this link:

http://design.medeek.com/calculator/sketchup/medeek_engineering_ext.rbz

medeek

Version 0.8.2 - 09.09.2025

Enabled loads and reactions (values) within the load diagram.
Fixed a bug with end supports that are not centered on the start or end of the beam.
Improved the formatting logic (SVG and HTML) for the load diagram.

medeek

Working on assembling the actual engineering part of the report now, adjustment factors, shear, moments, deflection and bearing checks.

medeek

First look at the bearing check:

I also need to update my disclaimer, the disclaimer shown is for my previous online calculator, it needs some changes.

gullfo

yeah i think keeping the disclaimer a bit more succinct - the first sentence, skip the next two, and keep the rest plus you might include the user assumes all liability for the use of this report blah blah blah.

medeek

Spent the last two days adding in some additional code so that the vertical jumps in the shear graph (at point loads and supports) are actually vertical. It was a bit more complicated than I originally bargained on but I think I finally have it figured out:

The code seems fairly robust but tomorrow I will throw the kitchen sink at it to see if I can find any weaknesses in the algorithm.

I have't been posting much lately but that is because I've had my head buried in the code. Most of this engineering code is completely new (not my typical plugin stuff) so there is no refactoring old code or any other shortcuts I can take. Some of the old beam calculator is relevant however since it was so limited in its application I'm kind of on my own with this new calculator.

medeek

The vertical jumps now look at lot better. So far it seems pretty solid:

medeek

Here are the different EB (Euler-Bernoulli) and TIMO (Timoshenko) deflections for the same simple supported beam with a basic UDL (no self weight, just the external load applied) :

My parameters are:

2×10, L=144 in, E=1.7e6 psi, I=98.931 in⁴, A=13.875 in², G=106250 psi, κ=5/6

As you can see the Timoshenko analysis yields slightly more deflection since we are accounting for deflection from both shear and bending. According to my calculations my results are within less than 0.05% of the theoretical value so I think the algorithm is working correctly

Now I need to check a few different multi-span configurations as well as overhangs to make sure everything is indeed robust.

When I calculate the Timoshenko beam I'm wondering if I should adjust the tabulated E value since it is being adjusted for the shear already by %3 for sawn lumber per Appendix F of the NDS (Sec. F.3). So the listed value is is actually 3% larger than the (shear-free) or true value of E.