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Related: Editorials & Other Articles, Issue Forums, Alliance Forums, Region Forumsshould a balcony be able to withstand the weight of everyone who could squeeze on it?
This is a pic of the broken off balcony in Berkeley. 12 to 14 people were on it. It looks like it was meant to hold four people max
hobbit709
(41,694 posts)jberryhill
(62,444 posts)People get drunk and do stupid things.
Unless the engineer is there to guard the thing, then the thing has to deal with people on its own.
hobbit709
(41,694 posts)Liberal_in_LA
(44,397 posts)hobbit709
(41,694 posts)LanternWaste
(37,748 posts)Unlike the engineers who design elevators?
(distinction lacking relevant difference below...)
hobbit709
(41,694 posts)bananas
(27,509 posts)I realized that is one of Murphy's Laws:
http://www.cis.gvsu.edu/~kurmasz/Humor/murphy.html
Einstein said something slightly different.
Here's my original post:
Murphy said, "Anything that can go wrong, will."
Einstein said, "Every day, man is making bigger and better fool-proof things, and every day, nature is making bigger and better fools. So far, I think nature is winning."
Einstein has been paraphrased many times, for example by Rich Cook: "Programming today is a race between software engineers striving to build bigger and better idiot-proof programs, and the universe trying to produce bigger and better idiots. So far, the universe is winning."
References:
https://en.wikipedia.org/wiki/Murphy%27s_law
http://www.quotedb.com/quotes/2701
http://www.neatorama.com/2008/03/31/quote-rich-cook-on-programming-idiot-proof-programs/
sir pball
(4,794 posts)"A common mistake that people make when trying to design something completely foolproof is to underestimate the ingenuity of complete fools."
jberryhill
(62,444 posts)hobbit709
(41,694 posts)You put 3000 lbs on a structure designed for a maximum of 2500 what do you think will happen.
Yeah, the balcony could have been built to hold a tank but it would have been cost prohibitive and used way too much space for the supports.
jberryhill
(62,444 posts)If it is large enough for X humans to squeeze onto, then it should support the dynamic load of 3X of them. Absent that, it should have a prominent warning.
Lonusca
(202 posts)Does it look the wood of the balcony might have rot? It looks like a lot of the joists are broken straight through.
Could this be an indication that the design was fine but the construction was poor in that it allowed water to rot the joists?
jberryhill
(62,444 posts)I'm not a qualified mechanical or structural engineer, and it will be gone over by investigators for sure.
The point, however, is that this is the kind of thing which simply should not happen. Of course a balcony should be well overdesigned. Maybe someone will temporarily move their refrigerator out there when decorating, and it could fall over, generating a high dynamic load. This is what building codes are for.
If it is held up by wood, then perfect construction shouldn't be thing that keeps the wood from failing.
I'm reminded of the tiger that got out of its enclosure in SF a few years back, and how people said "Oh but he was taunting the tiger."
Who gives a shit? The point is that a tiger should not be able to get out of a zoo enclosure. Period. End of story.
Same here. I don't care how many people were on it, and if they were jumping in search of resonant frequencies. It simply should not be possible for this to have happened.
yeoman6987
(14,449 posts)In order to do what you suggest would cost a fortune and unnecessary. Drunk partners should not all climb on a structure that high up.
jberryhill
(62,444 posts)Lonusca
(202 posts)It should be able to hold many times the weight of people than it could actually physically fit on the balcony, and I am guessing it was. This is CA
My point was, the joists look rotten in how the split. An 8 year old dry joist would not do that. It looks like the conduction not the design could be the issue
Liberal_in_LA
(44,397 posts)Jumped / danced on the balcony
jberryhill
(62,444 posts)They also dance:
(now, in that instance, there was a last-minute design change by a person who did not understand how it changed the load-bearing scheme of the entire walkway)
The Brooklyn Bridge towers were overdesigned by a factor of six.
KittyWampus
(55,894 posts)requirements. So if code says balcony must hold X amount of weight, then potentially it isn't the fault of the architects, engineers or builders.
HereSince1628
(36,063 posts)I would have expected to see remnants of joists to cantilevered off the interior floor framing even if they were rotted
It likely looked like the balcony it landed on and that one is not designed with supporting brace/bracket or a post.
I've never seen a balcony built of lumber simply lagged or bolted to a ledger board, never built with steel girders so I don't know what's possible there...
jberryhill
(62,444 posts)But the exterior sheathing makes it look like reinforced concrete.
Hassin Bin Sober
(26,415 posts)I see what looks like osb. I wonder if the cantilevered the interior engineered wood I-beam type joists?
AngryAmish
(25,704 posts)It broke off clean, as far as I can tell with the one picture. Wood can hold an incredible amount of weight. I have had similar loads on my deck. It stayed up.
HereSince1628
(36,063 posts)that's been infiltrated with water? God knows, but I bet God wouldn't risk angels dancing on such a thing just to get a count.
Glassunion
(10,201 posts)Would we blame the car engineers if these same drunk folks jumped into a truck, seat belted themselves in then drove off a cliff?
jberryhill
(62,444 posts)What "these people" are, is dead.
I realize it is fashionable on the Internet to find death an occasion for insults. However, young people are boisterous and at times inebriated. Operating a vehicle does not compare to operating a floor.
A balcony should support stupid people, drunk people, and even comfortably smug people.
arcane1
(38,613 posts)I suppose we'll find out eventually.
LiberalElite
(14,691 posts)read them and 2) heed them. Since it was a 21-year-old's birthday party - and the celebrants on the balcony were probably at least tipsy - I doubt a sign would have done any good.
djean111
(14,255 posts)I think. It says all building is a compromise between safety and money and aesthetics. Or something like that. He wrote it after a balcony/walkway in a hotel in Kansas fell, killing people. The builder had not constructed it to the blueprints, and it could not bear the load.
Anyway, unless there was a sign, like an elevator has, that says how much weight or how many people can be safely accommodated, the builder or owner might be liable. Sometimes people put too many heavy plants and things on balconies, too. Those things need to be on steel girders that run through the building, or something like that. IMO as a non-engineer.
When I lived in Bloomington/Normal (Il.), a friend who bought a couple of student housing apartment units sold them after a year or so. Drunken parties = drunk students on balconies. In his case, partying students crowded a small landing inside the building, in front of a second floor apartment, broke the railings, and people fell and got hurt. To make things worse, same party - a few hours later, he got a call from the kids in the bottom floor apartment, they said the ceiling in their bathroom was turning black and smelled lfunny. The drunk party students thought it was a swell idea to fill the bathtub on the second floor with charcoal and roast a pig. If the downstairs folks had not called, most likely the barbecue bathtub would have burnt through the ceiling and fallen through.
Liberal_in_LA
(44,397 posts)A structural engineer says a balcony that collapsed in California appeared too small to hold the 13 partygoers that officials said had gathered on it.
Engineer Grace Kang says California building codes during the past decade have required balconies to support 100-pounds per square foot. The previous codes called for 60 pounds of support per square foot.
Kang, who is also a spokeswoman for Pacific Earthquake Engineering Research Center at the University of California, Berkeley, says moving and dancing would have put additional strain on the balcony.
http://www.netzero-news.net/news/read/category/Top%20News/article/the_associated_press-the_latest_several_irish_dead_in_berkeley_balcony-ap
djean111
(14,255 posts)Gormy Cuss
(30,884 posts)An Oakland based engineer said it looks like a dry rot problem rather than a load problem
http://www.democraticunderground.com/?com=view_post&forum=1002&pid=6848377
There will surely be an investigation and the cause will be announced long after the partygoers are blamed for their own demises.
KamaAina
(78,249 posts)In Ireland, it seems, balconies are better engineered, as dancing on them is a thing.
Response to Liberal_in_LA (Original post)
TexasBushwhacker This message was self-deleted by its author.
petronius
(26,621 posts)6' or so and figure out how much that cubic volume of human would weigh. Then add a safety factor of some significant percentage. I've honestly never thought about it--although I imagine civil engineers have--but it's certainly not uncommon in college towns to see frighteningly large numbers of people packed onto small balconies. (And onto other things: in my local area we recently had a near-disaster when a very large number of partying students crammed themselves onto the roof of a garage. Which, not so surprisingly, collapsed. Luckily no one was killed, nor even seriously injured IIRC...)
winstars
(4,221 posts)hobbit709
(41,694 posts)petronius
(26,621 posts)facing back toward the building. My guess is that as it failed it rotated down and out, scattering people outward toward the street...
winstars
(4,221 posts)jberryhill
(62,444 posts)geek tragedy
(68,868 posts)winstars
(4,221 posts)Like elevators. And they can take into account poor design practices to get whatever number is safe.
If they try to retrofit existing balconies, decks etc. they will need to take them all down because they all probably are not strong enough TO HOLD THE AMOUNT OF PEOPLE WHO ACTUALLY COULD FIT ON THEM. Didn't someones wooden deck give way on a backyard or something "short" and people were hurt.
olddots
(10,237 posts)On a crappy building trying to look classy.You can maybe safely put a plant on one of those .
enough
(13,298 posts)Beringia
(4,326 posts)The balcony was packed and collapsed. My sister has a big balcony and I looked at the support and told her it was not strong enough for a lot of people, and she just laughed at me.
daredtowork
(3,732 posts)But one of things the city is going to be looking very closely at is whether the developers take shortcuts to extract more money of the project. This building was fairly new.
There is a big civic struggle over these new shoebox apartment/condo buildings already going on. Featured issues include:
*How tall buildings should be in Berkeley.
*Affordable housing vs. expensive luxury condos
*International speculators parking their money in real estate - contributing to the speculation bubble here
*Developers contributing to Housing Trust Fund vs. building affordable units. And will developers follow through on promises?
*How much money for the Housing Trust Fund?
*What "significant community benefits" can the community demand in exchange for giving the developers a project?
*Is the developer using local/union labor?
*Are these green buildings? Do their very construction create horrible environmental impacts?
*Is "Smart Growth" innately dumb for this type of town or is resisting it NIMBYism?
The questions go on and on and on. But there has been a great deal of resistance to such buildings, and I believe at least one went into bankruptcy soon after being built. So if a "shortcut" was taken, there would be plenty of motive for it. It will be interesting to see how the blame for this pans out.
One last note: the whole reason the students were staying in that cheap shoebox is that University has routinely refused to use it's land and abundant money to house its student - thus exacerbating the terrible housing crisis in the city. They prefer to rent their facilities out to private interests. Shame on you, UC Berkeley! This is where your irresponsibility led!
RIP to the students. International students are part of what bring the flavor to Berkeley.
FSogol
(45,678 posts)probably the IBC. In addition, the city had inspectors who inspected the building during construction. If the developer took short cuts, the county or city plan reviewers did not catch them during the review process and the county/city did not notice during the inspection process. Given that a licensed structural engineer designed it and reviewed the shop drawing before it was allowed to be built, a whole lot of stuff had to go wrong to make it the developer's fault. Also, Green building had nothing to do with balcony design or structure.
Who is to blame? Two realistic possibilities, imo.
1. Stupidity. Too many people on a tiny balcony exceeded the design requirements.
2. The balcony was damaged somehow by wind, water, or rot and was no longer safe.
olddots
(10,237 posts)these "luxury " apartments are built to last as long as they return building costs . This real estate Flipping mentality is what the whole country is about .
FSogol
(45,678 posts)daredtowork
(3,732 posts)FSogol
(45,678 posts)SickOfTheOnePct
(7,290 posts)Why would UC-Berkeley have a responsibility to provide them with housing?
daredtowork
(3,732 posts)The vast majority of students being driven into these shoebox apartment situations are. And the University has not taken responsibility for its role in creating that situation for decades.
guillaumeb
(42,641 posts)But I think there was a definite stupidity overload here.
leveymg
(36,418 posts)Some undersupport buttressing also might have saved it, longer. Doesn't look like it's designed to last or take much of a load.
HereSince1628
(36,063 posts)if the materials that weren't correct for the application that'd be a problem.
I'm biased to think the architect and the plan isn't the problem but rather some change or substitution that occurred during construction.
hunter
(38,428 posts)Investigators found that changes to
the design of the walkway's steel tie
rods were the cause of its failure.
https://en.wikipedia.org/wiki/Hyatt_Regency_walkway_collapse
Liberal_in_LA
(44,397 posts)Dry rot could be factor in Berkeley balcony collapse, engineer says
Water seeping into the horizontal beams supporting a balcony could have caused dry rot, contributing to a balcony collapse that killed six students in Berkeley, an engineer who examined photos of the damage said Tuesday.
It appears to be a classic case of dry rot, meaning water intruded into the building [and] rotted the wood that supported the balcony, said Gene St. Onge, a civil and structural engineer in Oakland. With more than a dozen people on the balcony, it gave way. It didnt have enough residual strength, and it failed.
St. Onge said photos that he reviewed Tuesday morning, showing the broken wooden beams protruding from the building that once held up the balcony, show what looks like signs of dry rot.
It appeared to be shredded and darkened and had all the appearance of wood that had been totally compromised by dry rot, he said.
A structural failure without any dry rot would have looked different, St. Onge said.
The balcony itself should have been able to support the weight of 13 or 14 people, he said.
http://www.latimes.com/local/lanow/la-me-ln-dry-rot-berkeley-balcony-collapse-20150616-story.html
LuvLoogie
(7,146 posts)Perhaps water pooled on the floor of the balcony during rain. Improper caulking at the seams?
But definately dry rotted wood.
Renew Deal
(81,948 posts)So the assumption has to be the worst case scenario. A bunch of college kids squeezed on it jumping up and down.
newfie11
(8,159 posts)There should be a weight limit posted.
former9thward
(32,313 posts)SoCalMusicLover
(3,194 posts)You can bet EVERYBODY is going to get sued.
The building owners. The company that built the building and balcony. The school. The person whose apartment it was with the party. Probably the city of Berkeley too.
Not sure how it will turn out, but there will be lots and lots of lawsuits and certainly court cases for years to come. Maybe some large out of court settlements as well.
Lawyers really don't care about who is right and who is wrong. They will pick a side based on who pays for their representation, and then go with it assigning blame to those with the funds, or without the funds, to pay any judgement.
Looking at the balcony, does not appear to be enough room for 14 people, but that may be a high estimate, and the actual # on the balcony was lower. Certainly the balcony was not built to withstand that many people, which would on the surface seem to be an out for the builder, who will say that high a number was not reasonably forseen.
Logical
(22,457 posts)jberryhill
(62,444 posts)Logical
(22,457 posts)jberryhill
(62,444 posts)Got it.
Logical
(22,457 posts)jberryhill
(62,444 posts)Like the lawyers who have represented same sex couples in all of those cases overturning marriage inequality. That sort of scum.
hunter
(38,428 posts)The balcony flipped entirely over onto the balcony below.
Perhaps it's a pre-fabricated unit and the metal railing are meant to be structural and attached to the building at the top?
Another possibility is water damage and wood rot in the structure.
But speculation is useless. Leave that to the investigators.
Everything about those multi-story wood framed apartment and hotel buildings makes me nervous. Any wood structure over two or three stories makes me nervous. The only building scarier to me are old unreinforced brick, and "reinforced" concrete buildings in places with inadequate codes and inspections.
This was a horrible accident. I'm not going to blame the party goers. Of course a balcony ought to be able to take that load.
NutmegYankee
(16,225 posts)22 college student crammed into a 2200 lb capacity elevator to see the max they could fit. It was sort of like what people did with VW beetles, except they got on 6 stories above the ground. Thankfully, the elevator went down safely, but went past the first floor by a foot and burned out the motor. They got stuck for nearly 2 hours till the fire dept broke one of the doors and slid it open to create half an opening.
I was an RA at the time and 3 friends of those stuck found me on the fifth and told me that a lot of people were stuck on an elevator. I called dispatch and got the rescue rolling. Other students on the first floor were trying to pry the doors open, but only got the doors to separate by about 3/4 inch. The police officer was the first on scene, who just bust out laughing at the wave of misery that had befallen the 22 stupid souls in the elevator. Next was the fire dept who tried to use a tool to open the door release, but couldn't get it to work. Finally the fire dept came in with 6' crowbars and busted the door half open.
It was fun to write up... The elevator was busted for 2 months...
Prism
(5,815 posts)I was over there this morning (had business a block away), and I could not fathom how they managed to squeeze 13 people onto that thing.
It's really heart-breaking. Every summer, Irish students come here on an exchange visa. They treat it like a big Spring Break. I've had friends and work subjects complain when, "the Irish are here", because you have kids up til all hours, running around the halls, packing tiny apartments, drinking their heads off. But they're generally nice kids, life-loving, just out for a good time. For that to end in this. Ugh. Their poor families.
Right now, people are asking about dry rot from water seepage. Apparently, that side of the building has no weather overhang. Even though we're in drought right now, we have had some extremely wet winters since that building was built. (When I moved here in 2009, two or three winters in a row seemed like it was raining every day).
I think someone's about to get their asses sued. If it is rot, I'd not be surprised to see criminal negligence charges somewhere down the line.
malaise
(270,230 posts)Looks like the wood was rotten - had not been cured.
Warpy
(111,695 posts)Preliminary examination has mentioned dry rot as a possible cause and it does look like joists sheared off.
It's a little soon to blame the victims.
joshcryer
(62,297 posts)madokie
(51,076 posts)If I was building I would want it to withstand more than the weight of as many people who could squeeze on it
uncle ray
(3,161 posts)should a bridge hold as many trucks as can possibly be crammed on it?
maybe every truck should be built like a military 5 ton unit, so we can use it to haul ginormous loads, just because.
as an engineer, i often wonder, why do we have to solve all the problems others people's lack of common sense creates?
MisterP
(23,730 posts)can I have a list of everything you worked on?
like, right NOW?!
jberryhill
(62,444 posts)One assumes a bridge would be designed to accommodate a worst case traffic jam.
uncle ray
(3,161 posts)jberryhill
(62,444 posts)Do earthquakes occur in places where you plan to build bridges?
uncle ray
(3,161 posts)i said trucks, didn't i? bridges are not usually engineered to hold a convoy of cement trucks.
sure an engineer could build a stronger bridge, but it's his/her job to build a bridge or whatever within a budget set by someone else. 60psf live load is typical and sufficient for floors of residential structures, why should a balcony support more weight than the rest of the floor?
Stinky The Clown
(67,907 posts)It should be able to hold three times the weight of the maximum number of people that could fit on it.
Get 14 people on a small balcony like that and have them all bouncing in time to some music. They could set up enough concentrated stress to end in failure.
The code needs to account for that.
hedda_foil
(16,392 posts)Similar situation, a party on a pleasant evening. He walked from the deck into the kitchen to get more snacks for their guests. In that moment, the whole structure collapsed from the second floor onto the ground. Many injuries and deaths among a group of 20-something friends. These are horrific tragedies that ripple through many layers of friends, families and coworkers. Her bridesmaids were her pallbearers.
Liberal_in_LA
(44,397 posts)LiberalElite
(14,691 posts)Starry Messenger
(32,342 posts)Vinca
(50,391 posts)Building a heavy duty balcony would be cheaper than the ensuing lawsuits. While it's true this was a group of young, probably-stewed partiers, unless there is a neon warning sign on the door to the balcony - "Four People Only" - I'm betting this is going to cost a whole lot more than a steel-reinforced balcony.
One_Life_To_Give
(6,036 posts)Do you thing the typical building is designed to support the maximum number of people one could sardine into the structure? Or do you think there is an engineering standard that assumes a maximum overload? Something more than reasonable but less than possible. An d how much are you willing to spend for a home that can withstand such a load?
dembotoz
(16,892 posts)frogmarch
(12,180 posts)the Titanic should have had enough lifeboats for everyone on board.
MineralMan
(146,397 posts)However, that's not how they're built in many cases. A through-bolted installation with full-width steel backing plates on both sides of the wall would prevent this kind of thing from happening. However, that's rarely how they are built. Instead most small balconies use lag bolts into the studs. When new, they're engineered to handle any conceivable loads the balcony might face, but deterioration begins almost immediately. A small flaw in drainage can wick water back into the studs, promoting dry rot, which weakens the hold the lag bold threads have in the wood.
In some cases, contractors cut corners even further, using easily corroded lag bolts. Again, moisture can allow those to corrode and lose strength. Errors in flashing, siding and gaps anywhere can allow water to penetrate.
That's why I simply never go out onto any such balcony. If I can't see the construction, I don't trust it.
Full width backing plates and through bolts, preferable stainless steel or hot-dipped galvanized can virtually eliminate any risk for such a collapse. But you'll be hard pressed to find any small balcony designed and installed that way. I've built a couple of those for people, and I added a steel framework to brace the cantilevered design, along with the full width plates and stainless steel bolts. I guarantee that you can't load the ones I've built with people and cause any problem. I'd never build a balcony that could collapse unless the building fell down.