Follow along with the video below to see how to install our site as a web app on your home screen.
Note: This feature may not be available in some browsers.
Idk don’t you know you should ask a German EE.Why do some "experts" always ask other people for advice so they can tell them they did it the right way and don't need any advice?
Been pretty happy with Bryant and Carrier the last 7 years residential. Normally run high seer stuffSame here, been a dealer for 25 years. There equipment is shit and we are changing brands. The newer dual wall climate changer air handlers aren’t bad. We’ve always used a lot of Carrier on our Commerical side and looking at switching to them for residential.
I remember that, KC walkway collapse. I also think it made Engineering Disasters.![]()
Engineer design said it would work...
But they didn't install it right.
Oof...
The last place I expected a group full of pussies, saying "govern me harder daddy" was Sniper's Hide.
I have been burning rods, and MIG wire, for 26 years, every week. Did any of you ever think I asked questions, and allowed shitty looking welds to be in pics, wasn't just to fuck with you?
For those that are slow. Once again. These beams, as is, were county road bridge beams, on public roads. Now that they are trussed, they are stronger than they were. For those that do not understand trusses, go research some geometry information, followed by some truss building information.
2 1/2" X .188" wall pipe in tension, on top of 10" I-beam. Really, what would break it? A locomotive? I don't have one of those, and there are no tracks going to where this bridge will be.
1-No one said call the government and get permission, we said contact a structural engineer.The last place I expected a group full of pussies, saying "govern me harder daddy" was Sniper's Hide.
I have been burning rods, and MIG wire, for 26 years, every week. Did any of you ever think I asked questions, and allowed shitty looking welds to be in pics, wasn't just to fuck with you?
For those that are slow. Once again. These beams, as is, were county road bridge beams, on public roads. Now that they are trussed, they are stronger than they were. For those that do not understand trusses, go research some geometry information, followed by some truss building information.
2 1/2" X .188" wall pipe in tension, on top of 10" I-beam. Really, what would break it? A locomotive? I don't have one of those, and there are no tracks going to where this bridge will be.
Sorry to be a bitch.........Don't forget about the use of 2/0 cable for the AC supply........That makes all the difference.........1-No one said call the government and get permission, we said contact a structural engineer.
2-So you have been welding for 26 years, but can somehow still make a shitty weld in the flat position but you did it to just fuck with us so you could redo it later?
3-as states before previous use is completely irrelevant unless you build an identical bridge with the same spans. So exactly how much extra strength did your cockamamie truss add? Be precise.
4- you said it was 2 3/8 pipe and 8” wf beam. Have you already forgotten what material sizes you are using? You also mentioned a 14” beam on a trailer. How that is relevant to your 8” beam for the bridge I have yet to figure out.
And from a previous post it appears you have forgot which rod you have been using to weld with.
Ah yes I forgot that using 2/0 cable makes up for setting for machine 50 amps too low.Sorry to be a bitch.........Don't forget about the use of 2/0 cable for the AC supply........That makes all the difference.........![]()
You should! You will be surprised how strong that red oxide is.Ah yes I forgot that using 2/0 cable makes up for setting for machine 50 amps too low.
I legit almost want to go outside, fire my machine up, weld this exactly how he says he did, and see if I can get it to break off with a hammer. I have a rusty piece of 8” wf beam and rusty 2 3/8 pipe sitting outside right now
Breather still above waterIf he's really in Texas, lots of oil drillers will give away the 2 1/2-3 inch drill rod when the ends go to shit.
I have a few hundred feet of it I use for whatever around here.
Damn sure better than that heavy wall fence pole he's *trying" to make a truss out of.
30 seconds and here is the image I asked for in the first reply on page 1
Note blue water, vague idea of how spars should work, and tractor in correct position given all we know.
View attachment 7828046
I don't know how deep the water is ?Breather still above water
#1 out of the shop. Both were blocked 3" off the floor. This one had no deflection before adding the truss. It is cambered uphill now.
View attachment 7827739
Story and “bridge” both seem 100% legit. Im sure it’ll at least support your mom when she comes to visit for HalloweenThe last place I expected a group full of pussies, saying "govern me harder daddy" was Sniper's Hide.
I have been burning rods, and MIG wire, for 26 years, every week. Did any of you ever think I asked questions, and allowed shitty looking welds to be in pics, wasn't just to fuck with you?
For those that are slow. Once again. These beams, as is, were county road bridge beams, on public roads. Now that they are trussed, they are stronger than they were. For those that do not understand trusses, go research some geometry information, followed by some truss building information.
2 1/2" X .188" wall pipe in tension, on top of 10" I-beam. Really, what would break it? A locomotive? I don't have one of those, and there are no tracks going to where this bridge will be.
The reason that failed was because the construction company substituted one continuous threaded rod for two separate ones. Kinda like how we have two separate beams of different sizes being stuck together for this project.I remember that, KC walkway collapse. I also think it made Engineering Disasters.
How engineers properly design a bridge. Notice the absence of gooseneck trailers....
From late 1800s, Forth Bridge in Scotland if you wanna look er up. Was the longest span in the world (over 500 meters) for a few years.
View attachment 7828117
That's actually a really cool (and famous) photograph in engineering history... So the two guys on the stools are "Fowler and the other one"... the engineers who designed the Forth bridge. In the middle is a Japanese engineer who was studying (and wanted to illustrate) the cantilever principle.How engineers properly design a bridge. Notice the absence of gooseneck trailers....
From late 1800s, Forth Bridge in Scotland if you wanna look er up. Was the longest span in the world (over 500 meters) for a few years.
View attachment 7828117
They look related.
Saggy tits ?Why was the original bride replaced to begin with? Fatigued steel and concrete?
Top flange will be in compression. If I learned one thing, it is that metal very rarely fails in compression. There are plenty of other places in this project that will fail before the top of this beam buckles under compression.I'd love to see a basic FEA of this thing. My guess is that this railing which is being passed off as a truss is going to impart some, uh, interesting loads onto the top flange of the I-beam.
There are a number of generally accepted ways of strengthening a I-beam, but this ain't one of 'em.
View attachment 7829495
And they are being replaced with some sweet little sugar titsSaggy tits ?![]()
No sense in digging out the big rigging if you don’t need it.Holy shit, you think you have steep enough of an angle on that rigging?
Little pro tip- squirt out all you boom and get some leverage instead of flat booming.
OnceNo sense in digging out the big rigging if you don’t need it.
I’m well aware of how boom angle works.
Have you run a 25 ton carry deck very much?
.... for a career.
I retired Nov 17th 2017.... for a career.
For how many years again?