ESDEP - European Steel Design Education Programme These are not my videos, I found the CD's somewhere and uploaded them for everyones use. No copyright fringe intended.
The end credits show a date of 1986 but it could easily have been from 15 years earlier as produced by the Open University. All that was missing was a chap in cavalry twill trousers and a Tattersall shirt with a narrow knitted scarf, smoking a pipe, having previously hung up his tweed jacket with leather patches on the elbows.
Thank you for the video Sir! I have an exam in two weeks and i love to see how this happens in real life to get a good understanding of it. Greetings from Germany.
These days the section if the 'stocky beam' as its called in this is square, then it is called a universal column or UC and if it's I in shape (so the old I beam nomenclature) then a universal beam or UB. In the steel business (rather than the engineering business) they are always UB or UC so everyone knows if it's a column or a beam. I transport and deliver these in lengths of up to 22m but most commonly in the range of 12-15m. One I delivered the other day was 14t for a 12m beam but it was a welded one off and would have to be made to order. By far the most common ones are rolled. For these type of beams remember this rule of thumb, If the height is greater than the width = UB (universal beam) If its a square, so the height and the width are the same = UC (universal column)
The section shape is not the only difference. The steel's material properties also have an effect, where steel may be rolled for compressional or bending purposes. Beams can be H section as well as columns, and yet function differently. You are unlikely to see a steel I beam of lengths beyond those because of material limitations. Members longer than that are usually designed as truss elements, which are much more efficient in comparison to their self weight
Very educational! Qualitative rather than quantitative. Bracing of beams - your ordinary carpenter has been doing that with timber first floors for years - i.e. herring bone strutting and bridging between floor joists - and of course the floorboards nailed to those joists restrain the top edge.
Nice old timey engineering video. The concepts are still valid. 5 minutes of dead air time (snow) at the end. We used to call the image on a TV "snow" when no signal was broadcast. I think maybe this was a video tape of a movie shot on "film".... ask your grandpa what film movies were... called the "flicks" in the really old days.
When loads are applied to top flange (compression flange) additional torsion distortions may occur . Studs are welded and cast into concrete deck . We use AISC formulas in United States ASD or LFRD . Dynamic loading and temperature expansion forces also must be considered. Nice ,Thank you.
2023 - much appreciated. Flash backs to the lab - without the pressure to takes notes, understand my notes and observe all at the same time for a cluttered mind 😂
Fuck me standing there no orange jacket no hard hat glasses of ear defenders damm he should have been in a million bits 🤣 Or could it be back then common sense applied
I’m not in the engineering community, but I’ve not seen I beams “bolted” together in many years, everything’s welded together now. Having said that, engineers still have to “characterize” beams and put them through actual laboratory tests to validate the performance is as reported.
A good video to give some visual insight in the behaviour of beams. You can calculate something but actually seeing something moving/bending under a load is very informative. However the film quality is really "seventies/eighties/VHS?" bad.
Look, a real life reason for algebra. Thought I’d never see that. I usually just overkill the beam when I use them in simple construction applications.
Does it melt when jet fuel burns on it? Can it collapse at free fall speed with zero resistance to the beams that had no heat ? Would it cause a near by building to also collapse at free fall speed ?
Apparent similar instability situation where all adverse conditions are observed plus heavy corrosion in progress on the longest structural cantilever span ever built. That is the 100 years plus, Québec bridge. Search and see Flickr/ Rouille et déformations sur le pont de Québec.
Hi dear Thank u for this useful video I just would like if u give me the dimensions of the beams in 11:44 Please help me Coz I need this dimensions in my education project Plz Reply me soon 🥺
burning in open space or free not really, burnig in conditions like in the jet engine, high pressure fast moving air, pulverised fuel etc etc ....burn even thru titan alloys. some special ceramics will stand a chance. the magic of the jet engine is not let the flame touch anything in the engine.
Forget all the silly comments, I found this very interesting and informative. The layman never usually gets to see this sort of information.
I am glad that you found this useful.
RUclips is free... for now. You could simply watch these video indefinitely if you'd like
Captain Obvious here, mechanical engineers use this information all of the time.
Very good video for civil engineering students in present year
R my BP llû
Perfect video for when i need to fall asleep. ......Saved to favorites
i have no idea what you
🥱
are talking about
😴
This weed is strong .good vid.
I've been a P.Eng. for about 30 years and I found this very interesting. Thank you so much for taking the time to share.
This is a great movie for that all important first date! You young guys need to get up with this stuff.
2:14
Also consider the episode ‘Slots and slits under strain’
Highly valuable video! Thank you very much! All concepts of beam cleared in no time
😮😮ķķķķ😮bir şekilde ķ😮😮bir kaç k😮ķkķ😮bir 😮ķ😮bir 😮ķ😮😮😅😅😅😅😅😅😅😅😅nasılsın 😮😮😮
To me, it seems instructional videos from the 90s are more useful and informative than any instructional video from today. Dunno why though.
This is why long and slender beams should never be painted orange.
Thanks for that summary. I’ll keep my orange paint for the stocky beams.
@@albertbatfinder5240 What about yellow paint? Is yellow paint a better structural element that has greater strength?
@@handyman8764 no it gives it explosive aspect. the orange made it bounce, and red means fast.
I wanted my beams bright green, would that be acceptable?
Orange beam bad
The end credits show a date of 1986 but it could easily have been from 15 years earlier as produced by the Open University. All that was missing was a chap in cavalry twill trousers and a Tattersall shirt with a narrow knitted scarf, smoking a pipe, having previously hung up his tweed jacket with leather patches on the elbows.
And the 11:50 Steam Train leaving the station.
Thank you for this. This just helped me visualize clearly these theories
oh god that high pitch sound takes me back
It's giving me Tinnitus
These experiments are very very helpful in determining the applicable calculations and why. Thanks a lot.
Thank you for the video Sir!
I have an exam in two weeks and i love to see how this happens in real life to get a good understanding of it.
Greetings from Germany.
These days the section if the 'stocky beam' as its called in this is square, then it is called a universal column or UC and if it's I in shape (so the old I beam nomenclature) then a universal beam or UB. In the steel business (rather than the engineering business) they are always UB or UC so everyone knows if it's a column or a beam.
I transport and deliver these in lengths of up to 22m but most commonly in the range of 12-15m.
One I delivered the other day was 14t for a 12m beam but it was a welded one off and would have to be made to order. By far the most common ones are rolled.
For these type of beams remember this rule of thumb,
If the height is greater than the width = UB (universal beam)
If its a square, so the height and the width are the same = UC (universal column)
The section shape is not the only difference. The steel's material properties also have an effect, where steel may be rolled for compressional or bending purposes. Beams can be H section as well as columns, and yet function differently. You are unlikely to see a steel I beam of lengths beyond those because of material limitations. Members longer than that are usually designed as truss elements, which are much more efficient in comparison to their self weight
this video has aggravated my tinnitus... thanks.
Very educational! Qualitative rather than quantitative.
Bracing of beams - your ordinary carpenter has been doing that with timber first floors for years - i.e. herring bone strutting and bridging between floor joists - and of course the floorboards nailed to those joists restrain the top edge.
This video is gold 👍🏽 thank you for uploading 🙏🏽
Fantastic thank you so much for sharing!
2:13 well played my freand. lol well played.
Slender man needs to show a little restraint.
Nice old timey engineering video. The concepts are still valid. 5 minutes of dead air time (snow) at the end. We used to call the image on a TV "snow" when no signal was broadcast. I think maybe this was a video tape of a movie shot on "film".... ask your grandpa what film movies were... called the "flicks" in the really old days.
I remember seeing this as a kid when the OU played stuff early in the morning. Amazing.
Thanks for posting this, we as a structural engineer know the significance of this
When loads are applied to top flange (compression flange) additional torsion distortions may occur . Studs are welded and cast into concrete deck .
We use AISC formulas in United States ASD or LFRD .
Dynamic loading and temperature expansion forces also must be considered.
Nice ,Thank you.
This is just Brilliant! many thanks for sharing it.
Amazing Video. Thank u❤
Cool video, which shows the real behaviour! Thank you for sharing!
That music though.....I feel like I'm about to learn how to cook McDonald's burgers.....
22:04 and on is just my favorite moments of this documentary... really wow!
JCW Camera-man I checked to see what you were talking about. I feel trolled
Enjoy going to your shitkicker job tomorrow morning.
My engineering education on the other hand, allowed me to semi-retire by age 40.
@@markmark5269 Hi Mark
This video is very useful to get knowledge about steel I beam
That intro feels straight out of Robocop. I was have expecting Dick Jones to start talking about OCP steel.
2023 - much appreciated. Flash backs to the lab - without the pressure to takes notes, understand my notes and observe all at the same time for a cluttered mind 😂
dude you gotta edit the audio on this, the 15khz flyback is killing me!!
Very useful for understanding the concept
outstanding... love from india..🇮🇳
Well, this came up. I found it very interesting. I'm off now for my own experiments, I think I'll see how twisted that ol' Jim Beam can get ya.
Gold
Thank you for uploading this video, phoneomeons of structural design are very well explained....
This is the most 1986 videotape I've seen in awhile.
The music is stupendous. But that high ring is driving me nuts.
All testing was performed in BH. (Before Hydraulics).
Wow! Well explained! Thank you!
Whew! I had to take a break. Too damned exciting!
2:02 did he just give us the finger from 20th century?
Dude broke out the "intruder" while finger bending the ole weak axis beam...jeezus !
Fuck me standing there no orange jacket no hard hat glasses of ear defenders damm he should have been in a million bits 🤣 Or could it be back then common sense applied
I’m not in the engineering community, but I’ve not seen I beams “bolted” together in many years, everything’s welded together now.
Having said that, engineers still have to “characterize” beams and put them through actual laboratory tests to validate the performance is as reported.
A good video to give some visual insight in the behaviour of beams. You can calculate something but actually seeing something moving/bending under a load is very informative.
However the film quality is really "seventies/eighties/VHS?" bad.
Codes should come with videos of testing like this one, thank you.
You are supposed to have repeated the experiments in the lab as part of the mechanics of materials and strength of materials subjects.
This was all pre-Eurocodes so look in BS5950
Look, a real life reason for algebra. Thought I’d never see that. I usually just overkill the beam when I use them in simple construction applications.
Actually there is a Casio FX-CG50 that you could use to solve these equations...
Thank you for uploading this!
Fantastic video
Excellent, thank you!
thanks you for uploading
Very usefull thank you
Thanks Emre good luck with your PhD
Superbdemonstrstion andtalented lecture thanks
Think about the quality of life of steel beams, they deserve to be unrestrained.
In the wild perhaps, but in captivity they must be restrained. The life forms they support are too fragile to withstand their flights of fancy.
Torsion in slab and warping restraints please. Add video ...love from India'
When I heard the announcers voice, I half expected the word "behavior" to be spelled with a u
2:15 he flips you off
lmao that needs to be a gif
can't say center not technical enough. must say "centroid". but this isn't a triangle. im confused.
Thank you
We gain good knowledge
Thank you for this! :-)
Difference between twisting and warping is not clear.
Interesting, the things that us non engineering folk take for granted.
I love steel beams more than rebar ones
0:30 Is that a Ford Transit Mark one ?
I now can build beam tower and bridge
How did I get here..
Nice video. Any others like this anyone know about?
Oh my.
Oh your.
Does it melt when jet fuel burns on it? Can it collapse at free fall speed with zero resistance to the beams that had no heat ? Would it cause a near by building to also collapse at free fall speed ?
Very nice
Does office fire melt steel beams
Wow
Apparent similar instability situation where all adverse conditions are observed plus heavy corrosion in progress on the longest structural cantilever span ever built. That is the 100 years plus, Québec bridge. Search and see Flickr/ Rouille et déformations sur le pont de Québec.
Where can i download my certificate of completion of graduation in civil engineering?
Omg the noises at the end
el-aah-stic
Don’t forget to smash that like button!
2:49 nail clipper
pretty disturbing
the best part starts at 22:00 no just kidding
How the hell did the CRT whine get into the video file?
It’s not “crt whine”
This video was shot on an Apple iphone
سعر الكمرة 10 سم ارتفاع في طول 7متر
Anyone else getting Hitchcock vibes at 16:17?
Good evening. Showing our age..s.
Hi dear
Thank u for this useful video
I just would like if u give me the dimensions of the beams in 11:44
Please help me
Coz I need this dimensions in my education project
Plz Reply me soon 🥺
The film is over twenty years old, and nobody's going to give you the dimensions. Learn to estimate.
You needed steel handbook from a manufacturer like Tata Steel. The dimensions are in those
Bender shud get a job here
CONSPIRACIES AAAAAAAAAAAAAAAAAAAAAH!!!!!!!!!!!!!!!
2:15 Rude...
wow. great
Can jet fuel melt steel beams?
No
burning in open space or free not really, burnig in conditions like in the jet engine, high pressure fast moving air, pulverised fuel etc etc ....burn even thru titan alloys. some special ceramics will stand a chance. the magic of the jet engine is not let the flame touch anything in the engine.
#neverforget
Am I the only one laughing at all the sexual innuendos in this video? 🤣🤣🤣
everyone sees what she or he is missing :D:D
⁴4
wtf!!!!!!!!
This made me think of 9/11/2001
Horrible 240p quality . Viewing is painful.
cinema rips of the first matrix were far worse
Poor baby. HD or 4K wasn’t conceivable when this was produced. Much less 720. Welcome to the analog world.
Thank you