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[Race Thread] 2020 Giro d'Italia - Stage 2

Date Stage From > To Length Type Finish Time
Oct. 4 2 Alcomo › Agrigento 150 km (93.2 mi) Flat Uphill 12:45-16:30 CEST
The first part of this short stage is quite intricate, wavy and curvy, cutting across the Trapani area and heading towards the Valle del Belice. The second part runs mostly on fast roads, with no urban areas along the route. After leaving Alcamo, the route undulates continuously through Calatafimi, Salemi, Santa Ninfa and Partanna, all the way to the trunk road that will lead the peloton through some mild undulations along the coast to just outside Agrigento, at the Valley of the Temples, 4 km before the finish.
The final kilometres run entirely uphill at around 5%, with a short stretch peaking out around 9% 2.5 km before the finish. The road is wide and well-surfaced, with a series of short straight stretches and mild bends. The home straight (250 m) is on 8 m wide tarmac.
Information Official Site / Startlist / Official Facebook / Roadbook/Garibaldi PDF
Overall Previews Cycling News / Cycling Weekly / Pez / CyclingTips / GCN / INRNG
/peloton content Pre-Race thread / Cheat Notes / Adopt a rider / RFL / SWL / Prediction thread s2
Live Trackers Official / Official Twitter / Tissot / Cycling News / PCS / Eurosport / Velon
TV Eurosport / Check your local broadcaster here
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Nichiren Shoshu was wise to tear down the Sho-Hondo: Just in time

I've run across some interesting analysis of the architectural design of the iconic Sho-Hondo temple at Taiseki-ji, specifically that enormous suspended roof. I'm using this video - I'll summarize it below, but it's not that long (7 min.) and it is FASCINATING so if you feel like giving it a watch, that's good too!!
Note: This has nothing to do with the white marble columns bleeding rust from the deterioration of the rebar inside.
According to "Sekai-ichi o Hokoru Shondo no Subete (The Complete Details of the Shohondo, One of the Greatest Architectural Structures in the World)", published by The Weekly Sankei, extra edition, Nov. 7, 1972, "The most difficult problem for the engineers was the large elliptic roof over the platform in front of the altar. The circumference is approx. 300 meters; the weight is approx. 20,000 tons. 140 steel beams in 18 groups extend inwardly from the edge of the reinforced concrete wall to support the large roof.
The ends of those steel beams are held together with one steel ring ten meters in diameter. This was the idea of Mr. Yokoyama (Kimio Yokoyama, a planner of Shohondo). It was called "Hangosei Tsuriyane Kozo (half-stiffened suspension structure)" Mr. Aoki (Shigeru Aoki, a professor of Hosei University, in charge of the structure of Shohondo) stated, "In any case, because it was the first application of this method of construction in the world, especially concerning the physics involved for the center ring, I tried well over a hundred calculations, all the calculations I could think of, such as how much tension would the pillars supporting the beams have if we poured concrete, or without concrete, the twist would be how much, and so on." The most crucial point of the construction of the roof was to join 36 curved beams with the center ring. Also crucial was the point of the half-stiffened suspension structure.
There they have structural leverage.... Mr. Yokoyama and other architects repeated careful examination of it, day and night. They came to the conclusion that the leverage would allow the roof to stablize if the pillars had concrete poured 28 meters high.
This gives us an idea of the effort involved by the architects. But it also tells us that if the life span of the concrete in the pillars has come to an end, the 20,000 ton roof has lost its stability. A strange sign of that can be seen on the columns and on marble surfaces inside the Shohondo in the form of rust. Source
Q: People say that Sho Hondo has dangerous construction flaws - is this true?
A: There is ample evidence to suggest this. Not only does Sho Hondo have superficial damage (leaks, rubble falling off the walls etc.) but there are also serious problems such as corrosion and subsidence. Marble pillars are rusting !!!. Of course stone can not rust - but over the space of a few decades the internal metal supports inside the pillars have corroded causing rust to pour from the seams. A building supported by rotting pillars does not make the safest home for the Daigohonzon !!! Source
Sho-Hondo: Rise and Fall - fascinating video showing the planning, building, and finally destruction of the Sho-Hondo.
At the time it was built, the Sho-Hondo was the largest capacity religious building in the world, with seating for 6,000 people. The entire roof was suspended with no internal structural supports, leaving the entire worship area open, free of vertical impediments. This was a bold, new design for the beginning of the 1970s. I'm not going to address the issues of having such a massive suspended roof in a seismically active area.
For your info, this Architect did not have enough experiences to design such big project but he was asked by Ikeda to manage. Source
Many here have run into the problem of "techno-shima", in which inexperienced and unqualified persons are expected to complete sophisticated projects on the basis of "faith" via repeating a nonsensical magic spell (daimoku) as if that's going to change anything; this attitude was in play during the design and construction of the Sho-Hondo, with Ikeda pressuring everyone to git 'er done - cheaply and quickly. No, Ikeda couldn't just leave the professionals alone to DO THEIR JOBS! Very dangerous, Scamsei.
As you might imagine, architectural science has come quite a way since then. One of the problematic factors that was NOT taken into account when designing and planning the Sho-Hondo was the effect of snow.
Remember, Taiseki-ji is located in the foothills of Mt. Fuji. The original Japanese term describing a visit to Taiseki-ji, tozan, literally translated "climbing the mountain". It is up there.
Due to climate change, snowfall amounts have increased significantly in parts of Japan, including the Mt. Fuji area.
THIS is the kind of snow we're talking about:
Image 1
Image 2
Image 3
Serious snow.
These are the issues:
1) Japanese designers with semi-rigid roof
2) Buildings with snow loads
3) What after climate change?
Dr. Aoki, mentioned above, had as his mentor architect Kenzo Tange, who worked on the 1964 Tokyo Olympics Gymnasium project. As you can see, its design bore many similarities to the later-constructed Sho-Hondo. Apparently, Mr. Yoshikatsu Tsuboi and Dr. Aoki pioneered the semi-rigid suspension roof design popular at that time.
Here is the basic structural diagram.
Apparently, at that time, engineers and architects conducted wind tunnel and seismic tests, but not snow-loading tests! I think this is a picture of a wind tunnel test on a scale model, but I'm not sure - I'll try and birddog that down.
"Snow Engineering" apparently only started to become a "thing" within the last 10 years - perhaps in the 1960s, snowfall wasn't as big a deal as it is now.
Here is an example of a paper written about the problems of roofs collapsing due to excess snow accumulation. "Faith" isn't going to keep a roof up, and our good friends the low-level SGI leaders over at their copycat troll site have made it abundantly clear to us that they really don't believe the SGI doctrine of magical "protection" for those who chant the gibberish and whatever they personally happen to care about.
This is terrific - I've got the video cued up to the start of the collapse of the roof of a football stadium: https://www.youtube.com/watch?v=iBsUDAh0Kdw#t=2m49s
Imagine if this were the interior of the SGI ShoHondo how dangerous?
At around 4:10, you can see a schematic of how the arctic winds come swooping down from Siberia across to Japan, bringing heavy snows. Apparently, the US and Canada are decades ahead of Japan in terms of snow research re: building construction.
Causes of structural failures due to roof snow loads:
1) Actual snow load significantly exceeds the design snow load
2) Drifting and sliding snow conditions
3) Deficient workmanship
4) Insufficient operation and maintenance
5) Improper design
6) Improper drainage design
7) Insufficient design in older buildings...
Here is an example of "insufficient design" - the design of the Tacoma Narrows bridge resulted in a complete collapse of the bridge, which then led to improved design specification and construction codes (which is what structural disasters do - any time there is a legitimate structural collapse, it is investigated thoroughly, leading to changes in building codes). [Prof. Farquharson went back onto the undulating bridge to try and rescue a dog in the stranded car, but the terrified terrier bit him, so he gave up. I'm not actually sure it was a terrier actually, but that works best with "terrified".] If you want to dig a little more into it (8 minutes worth), here is an engineer's explanation, and you'll notice the similarity in shape between a suspension bridge and the structure of the roof of the Sho-Hondo.
Causes of SGI Sho-Hondo structural failure could be due to all seven (7) basic conditions listed out by US "Snow Load Safety Guide"
See above.
If you've ever lived anywhere where snowfall is frequent and heavy, you know about drifting. Topography determines where the snow accumulates, and as you can see in this segment of the video, the Sho-Hondo roof would have created a "well" where drifts would have accumulated.
This graphic illustrates the whys and wheres of drifts - for the purposes of our Sho-Hondo discussion, we're most interested in the last, "roof valley", example (obviously).
The Sho-Hondo's bowl-shaped roof would have simply accumulated heavy drifts of snow - and no way to remove them.
The actual snow load significantly exceeds the design snow load - as time gradually passes due to climate change (as north pole starts to melt - satellite image comparison) it's very hard to predict snow load in the future. The current snow load design for Sho-Hondo is outdated.
Here's how it's played out. Notice that the shape of those farmhouse roofs is the inverse of the Sho-Hondo's concave profile.
The SGI arrogance was to trust only Japanese architects and engineers to construct such a big project, without much time spent in more researches before the construction started. Still wished to argue it's not their faults!!
We've noted that the arrogance of the Japanese - their racism and delusion of cultural superiority - has hamstrung them repeatedly in their efforts at taking over (more of) the world, and this is simply (more of) the same.
Actually was very fortunate Sho-Hondo could last in 26 years, maybe any time soon after collapses by its own!! Will turn a laughing stock!!
If Sho-Hondo collapse down by itself, the names of SGI and Nichiren Shoshu would go down into drain, will be worse than internal fights!!
THAT's for sure!
What SGI members should blame is not Nichiren Shoshu but the Mentor President for careless management of construction and cheating away their 8 million members' donations to have building to glorify his fame!!
Hey, if the shoe fits...
The legendary story of Sho-Hondo can prove that SGI or Soka Gakkai Buddhism is one of world religions that cheats many people in history! More research should be done on their evil history to make known!!
I'm on it 😉
Ikeda has had this consistent problem in that he thinks that if he wants something haaaad enough, he can bend reality to his will and make it happen. He has failed consistently. Just like Nichiren in that regard! So pushing the Sho-Hondo design/construction because he thought it looked cool (and damn the physics) wasn't going to result in any other outcome, eventually. The Sho-Hondo was going to collapse far short of its advertised "10,000 years" lifespan.
Among other honors, Ikeda is the poster child for the Dunning-Kruger Effect, too. Yay Scamsei.
Of course the SGI faithful will come back with some variant on "Evil, lazy priests! Jealous of beautiful Sensei! Destroyed Sho-Hondo out of spite and malice!" Now YOU can make your own INFORMED decision on the matter.
submitted by BlancheFromage to sgiwhistleblowers

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