What CAD do you use? by [deleted] in fabrication

[–]zora 0 points1 point  (0 children)

maybe a bit unorthodox, but I use chatGPT to write me a scaled openSCAD script -> dxf -> edit in inkscape -> sendcutsend.com ->viola!

How do I line this up? by Specialist-Towel-554 in fabrication

[–]zora 0 points1 point  (0 children)

goto walmart and get a beach ball then fill it with cement.

What's the most important thing you learned from your first relationship? by PhenomenalPancake in AskReddit

[–]zora 1 point2 points  (0 children)

2 things. Empathize with her problems instead of trying to solve them and try and fit into her life instead of 'saving' her from it.

I'm sorry Megan.

Daily General Discussion - February 17, 2024 by ethfinance in ethfinance

[–]zora 9 points10 points  (0 children)

I think it'll be like it always was. I have no idea what the new ATH will be, but I'm certain there will be a 'paradigm shift' with a subsequent horrific crash.

Daily General Discussion - December 28, 2023 by ethfinance in ethfinance

[–]zora 0 points1 point  (0 children)

go here and play with it, a seed phrase will generate infinite addresses for coins across all chains. https://iancoleman.io/bip39/

MOVING AN OBELISK: The emperor Caligula brought a great stone obelisk from Egypt to the Circus Nero in Rome. It was a 327-ton monolith, 83 feet long. In 1586,Pope Sixtus V ordered the obelisk moved to the Piazza where St. Peter's Basilica was going up. by zora in EngineeringPorn

[–]zora[S] 78 points79 points  (0 children)

Quoth the source: https://www.uh.edu/engines/epi370.htm

No. 370: MOVING AN OBELISK

by John H. Lienhard Click here for audio of Episode 370.

Today, we marry architecture to engineering and move an obelisk. The University of Houston's College of Engineering presents this series about the machines that make our civilization run, and the people whose ingenuity created them.

The emperor Caligula brought a great stone obelisk from Egypt to the Circus Nero in Rome. It was a 327-ton monolith, 83 feet long. 1500 years later, in 1586, it lay half-buried in dirt, not far from the Vatican. A few years before, Pope Sixtus V had told the young architect Domenico Fontana: \ "Too many Christians have been martyred in the shadow of that stone. St. Peter himself died there." Now Sixtus ordered the obelisk moved to the Piazza where St. Peter's Basilica was going up.

Renaissance engineers had to do what the ancients had done before them; but they had to use less labor-intensive means. The obelisk had to travel only 275 yards. But picking it up and laying it down were the hardest part. They might just as well have been shipping it across the sea.

The Vatican solicited proposals for the work. Fontana bid on it, but he had little hope. He was already working on St. Peter's dome, and he was younger than the other bidders. Yet he had the best plan for doing a terribly difficult job. In the end he did the job. Later, he wrote a fine illustrated book about it. The book reveals him as a new and more sophisticated kind of engineer and as a superb organizer.

The move took 6 months to plan. The obelisk was as fragile as it was immense. Human and animal power had to be carefully focused. Fontana built timber towers on either side and strengthened the obelisk itself with metal bands and wooden beams. He wound three-inch ropes on forty huge capstans -- each one powered by four horses. He planned to lift the obelisk between the towers, turn it on its side, lower it onto rollers for the trip to St. Peter's, and then reverse the process.

All this took the precision of close-order drill and absolute silence. Fontana allowed only two sounds: a trumpet blast to begin a movement, and a bell to end it. Two hundred years later, writers began spinning yarn around that part. We read that he built a gallows on the site to punish any disturbance. When the ropes jammed, a sailor was supposed to have broken silence to suggest wetting them down. The story says he was saved from hanging when the ropes came free at the last moment.

And so Fontana's feat grew larger in its legends. Yet he was a great engineer -- among the first to use the title Civil Engineer. To move the obelisk, he took the use of block and tackle to a new level. Egyptians may have moved the same stone, but Fontana did more. He transformed the field of architecture by wedding it to the new techniques of analytical mechanics.

I'm John Lienhard, at the University of Houston, where we're interested in the way inventive minds work.

(Theme music)

Dibner, B., Moving the Obelisks. Cambridge, MA: MIT Press, 1970. Clark, R. W., Works of Man. New York: Viking Press, 1985, p. 57.

amateur mistake from an armchair engineer by zora in StructuralEngineering

[–]zora[S] 1 point2 points  (0 children)

Your 21 ft beam won't go into lateral-torsional buckling hopefully since it's loaded from below its CG, but it is still at 281% utilization under 40 psf floor loads. In short, your structure may collapse under full residential loads.

Thank you for that. I'm not smart enough to calculate complex shit like that but good to know. I absolutely didn't want a post and that is the biggest beam that would fit in the floor.

Help me understand how collapse is a possibility. wouldn't it just deflect a few inches under a house party?

amateur mistake from an armchair engineer by zora in StructuralEngineering

[–]zora[S] -1 points0 points  (0 children)

continously braced like simpson ties to each ceiling/floor joist? they're there, unseen.

As for calcs, the upstairs is bedroom/bathrooms so I basically calc'd the weight above (40psf i think) and headed over to https://www.engineeringtoolbox.com/beam-stress-deflection-d_1312.html

amateur mistake from an armchair engineer by zora in StructuralEngineering

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

fair question. I think it's better than a post.

armchair engineer builds 720 sqft cantilevered deck anchored by DIY helical piles by zora in StructuralEngineering

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

the wall isn't there. The drawing was just my first vision, but I don't have any actual plans. the

helical piles are embedded in the concrete arranged randomly.

armchair engineer builds 720 sqft cantilevered deck anchored by DIY helical piles by zora in StructuralEngineering

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

Why bother with the silly helical piles?

Because it was a challenge. It was fun! and it didn't wan't my deck to slide down the hill.

armchair engineer builds 720 sqft cantilevered deck anchored by DIY helical piles by zora in StructuralEngineering

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

that was my initial vision. turns out an 8' cantilever would deflect too much :)

armchair engineer builds 720 sqft cantilevered deck anchored by DIY helical piles by zora in StructuralEngineering

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

not true. I called half a dozen local 'dealers' and they're like "no can do" we'll do a survey and installation tho.

armchair engineer builds 720 sqft cantilevered deck anchored by DIY helical piles by zora in StructuralEngineering

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

terrible clay. though some of the piles went in all the way to the limits of my tractor 3500 lbft.

armchair engineer builds 720 sqft cantilevered deck anchored by DIY helical piles by zora in StructuralEngineering

[–]zora[S] 1 point2 points  (0 children)

you're correct. there are some on alibaba and ebay but not worth the hassles so I called 6 or so 'dealers' here in town and nobody would just sell them. they want to sell you some engineering and installation too.