600 karma · joined December 9, 2016
contact -> jeremy (at) kinson (dot) io
Is there a problem with the fingerprinting requirement? I imagine the face scan can be used in much more dystopian ways, as your face is probably* being tracked by the ubiquitous security cameras in every public place you go.
* If not now, then soon.
I'm also looking for someone to build a side project with.
I've got a few things I'm working on but they aren't necessarily huge money makers.
Elasticity (or in the case of conventional materials, ductility) is a trait that has applications in seismic design, so I disagree with your last claim. The trick is combining the good parts of that material with the good traits of other materials into a composite that achieves stability under gravity and predictable deformability under seismic loads.
That's not to say these are insurmountable problems, just something Ive never thought about before.
You can't, for instance, call yourself a structural engineer unless you are registered with the regulatory authority as such. Nor can you offer engineering services to the public without registration. And you are bound by a code of ethics, subject to a formal complaint process, undergo somewhat regular practice reviews, and can face disciplinary actions when you fail to comply.
Right now, it seems like software engineering is the wild west, complete with tales of fortune to be had attracting code-slingin' cowboys without regard for the public's safety. I predict the lawman is coming for you.
My brain small. Sad!
But one thing I was wondering - in an open drying shack like that, how to they keep the bugs away?
However, I was thinking that for a highrise timber building, you might need way larger column cross sections than what we're used to seeing (24"x24" - 36"x36" or larger). The typical wood frame construction method of using a ton of load bearing sheathed stud walls scattered throughout doesn't work with these taller types of buildings. You start to see post and beam/panel type framing, which means higher compressive loads, which means larger member sizes.The spruce/pine/fir trees slated for harvesting softwood lumber here in Canada don't seem to reach that size. Hence, you probably need engineered wood products. As a bonus, you also get better and more consistent mechanical properties.
What? Tensile strength of steel is like 400-1200MPa, Bamboo is < 100 MPa.
Another fun fact - alot of that nice looking wood had to be covered up with drywall for fire code compliance.
Scooter companies could offer incentives to normalize the distribution of scooters around the city (for example, a discount or credit for taking a scooter from a densely covered area to a sparse one).
If the 3 collaborator limit isn't a problem, is there any reason to keep a subscription?
If the rebar were positioned as you say, they would yield/bend quite easily.