Home |
Search |
Today's Posts |
![]() |
|
UK diy (uk.d-i-y) For the discussion of all topics related to diy (do-it-yourself) in the UK. All levels of experience and proficency are welcome to join in to ask questions or offer solutions. |
Reply |
|
|
LinkBack | Thread Tools | Display Modes |
#41
![]()
Posted to uk.d-i-y
|
|||
|
|||
![]() "The Medway Handyman" wrote in message om... Hugo Nebula wrote: On Thu, 10 Sep 2009 17:18:09 GMT, a certain chimpanzee, "The Medway Handyman" randomly hit the keyboard and produced: Ferzacerly why I'm not touching it without a structural engineer saying its OK. You're not from Liverpool by any chance are you? I've not heard anyone from outside Merseyside use Fazakerley (or any approximation) as a substitute for 'exactly'. Thankfully I am pretty much as far away as possible. Born in east London. Google reveals there is a Fazakerley High School in Liverpool, so I spose thats where it comes from. It also has a prison. Adam |
#42
![]()
Posted to uk.d-i-y
|
|||
|
|||
![]() "Dave Plowman (News)" wrote in message ... In article , dennis@home wrote: "Dave Plowman (News)" wrote in message ... In article , dennis@home wrote: As long as he sticks to being a handyman it will be OK. Its when they decide to make a few extra quid by doing something they don't have a clue about that they become cowboys. That and stuff their insurance doesn't cover. Err, how do you know what his insurance covers? Who's? Perhaps you don't realise what you've written. It's at the top of this post. Oh I know what I wrote. Its quoted above. You may notice that it says "they" and doesn't specify an individual. But can be taken to imply it. Allegedly. Given you appear to have some restrictions as to what a handyman can be allowed to do. There are restrictions on what a handyman can do. Taking down an internal wall under the supervision of a pro can be a DIY task. I've done two here, and I'm not a builder. I've also seen it done by a 'proper' builder where they took risks. And then left all the rubble under the floors... I have also taken down internal walls, without supervision, but I could tell the difference between the load bearing and none load bearing walls. Just by looking at it? In that case yes. You must have X-ray vision, then. As well as the ability to do lightening calculations. My structural engineer did a full inspection and worked out the loadings. Maybe he needed to in your case? |
#43
![]()
Posted to uk.d-i-y
|
|||
|
|||
![]()
In article ,
dennis@home wrote: "Dave Plowman (News)" wrote in message ... In article , dennis@home wrote: "Dave Plowman (News)" wrote in message ... In article , dennis@home wrote: As long as he sticks to being a handyman it will be OK. Its when they decide to make a few extra quid by doing something they don't have a clue about that they become cowboys. That and stuff their insurance doesn't cover. Err, how do you know what his insurance covers? Who's? Perhaps you don't realise what you've written. It's at the top of this post. Oh I know what I wrote. Its quoted above. You may notice that it says "they" and doesn't specify an individual. But can be taken to imply it. Allegedly. Given you appear to have some restrictions as to what a handyman can be allowed to do. There are restrictions on what a handyman can do. I doubt there's any official definition of a handyman anymore than a builder. And I'm sure they vary in capabilities equally. Taking down an internal wall under the supervision of a pro can be a DIY task. I've done two here, and I'm not a builder. I've also seen it done by a 'proper' builder where they took risks. And then left all the rubble under the floors... I have also taken down internal walls, without supervision, but I could tell the difference between the load bearing and none load bearing walls. Just by looking at it? In that case yes. You must have X-ray vision, then. As well as the ability to do lightening calculations. My structural engineer did a full inspection and worked out the loadings. Maybe he needed to in your case? In terms of this group it's advisable to take professional advice in major works such as those. Not everyone has your obvious panoramic knowledge of building design. And I've seen a lot of properties fall down where some clown decides a wall ain't loadbearing... -- *Sherlock Holmes never said "Elementary, my dear Watson" * Dave Plowman London SW To e-mail, change noise into sound. |
#44
![]()
Posted to uk.d-i-y
|
|||
|
|||
![]()
On Fri, 11 Sep 2009 02:07:50 -0700 (PDT), a certain chimpanzee, "Man
at B&Q" randomly hit the keyboard and produced: A buttress is load bearing. Isn't it more that common usage has come to interpret "load bearing" as supporting something above rather than supporting something to the side? In the sense that load = a force acting on an object, then yes, a buttress is load bearing. However, I did want to point out that a structural member does more than react to gravitational forces. -- Hugo Nebula "If no-one on the internet wants a piece of this, just how far from the pack have you strayed?" |
#45
![]()
Posted to uk.d-i-y
|
|||
|
|||
![]()
On Fri, 11 Sep 2009 17:46:53 GMT, a certain chimpanzee, "The Medway
Handyman" randomly hit the keyboard and produced: Google reveals there is a Fazakerley High School in Liverpool, so I spose thats where it comes from. It's a district of North Liverpool. -- Hugo Nebula "If no-one on the internet wants a piece of this, just how far from the pack have you strayed?" |
#46
![]()
Posted to uk.d-i-y
|
|||
|
|||
![]()
On Fri, 11 Sep 2009 18:19:19 GMT, a certain chimpanzee, "ARWadsworth"
randomly hit the keyboard and produced: "The Medway Handyman" wrote in message . com... Google reveals there is a Fazakerley High School in Liverpool, so I spose thats where it comes from. It also has a prison. And a large Council estate (which is pretty much the same thing). -- Hugo Nebula "If no-one on the internet wants a piece of this, just how far from the pack have you strayed?" |
#47
![]()
Posted to uk.d-i-y
|
|||
|
|||
![]() "Dave Plowman (News)" wrote in message ... In article , dennis@home wrote: "Dave Plowman (News)" wrote in message ... In article , dennis@home wrote: "Dave Plowman (News)" wrote in message ... In article , dennis@home wrote: As long as he sticks to being a handyman it will be OK. Its when they decide to make a few extra quid by doing something they don't have a clue about that they become cowboys. That and stuff their insurance doesn't cover. Err, how do you know what his insurance covers? Who's? Perhaps you don't realise what you've written. It's at the top of this post. Oh I know what I wrote. Its quoted above. You may notice that it says "they" and doesn't specify an individual. But can be taken to imply it. Allegedly. Given you appear to have some restrictions as to what a handyman can be allowed to do. There are restrictions on what a handyman can do. I doubt there's any official definition of a handyman anymore than a builder. And I'm sure they vary in capabilities equally. Correct, you are getting there. A builder that does something they don't know how to do or isn't covered by their insurance is a cowboy. Taking down an internal wall under the supervision of a pro can be a DIY task. I've done two here, and I'm not a builder. I've also seen it done by a 'proper' builder where they took risks. And then left all the rubble under the floors... I have also taken down internal walls, without supervision, but I could tell the difference between the load bearing and none load bearing walls. Just by looking at it? In that case yes. You must have X-ray vision, then. As well as the ability to do lightening calculations. My structural engineer did a full inspection and worked out the loadings. Maybe he needed to in your case? In terms of this group it's advisable to take professional advice in major works such as those. Not everyone has your obvious panoramic knowledge of building design. And I've seen a lot of properties fall down where some clown decides a wall ain't loadbearing... As I said, it obviously wasn't a structural wall. |
#48
![]()
Posted to uk.d-i-y
|
|||
|
|||
![]()
Dave Plowman (News) wrote:
In article , The Natural Philosopher wrote: You must have X-ray vision, then. As well as the ability to do lightening calculations. My structural engineer did a full inspection and worked out the loadings. I remember once a consultant engineer being called in to go through a noise problem on a circuit I was working on. he appeared one day and I said 'who are you?' ' I've come to investigate the noise problem on the tuner' 'Oh, its in the tuner head - the bit I didn't design' 'Thanks but I'll be the judge of that'. Obviously you had an employer who didn't trust your judgement. No, it was I discovered later, political. The prime customer was in fact a german company, and they insisted that instead of an FM tuner head made in Japan, we used a German one made by IIRC Siemens. When I used that the noise level increased. I was under extreme pressure to finish other parts, so apart from knowing where the cause lay, I could not actually say why. The Good Germans refused to believe that anything made in Germany could be so crap, so the consultant was called in to make an unbiased report. Most industrial consultancy seems to be more about solving political problems than technical. Anyway, after all that I had to dive into the blasted tuner and work out why it was noisy. I found two complete and utter balls ups in the design. It was an FM tuner head. The first utter balls up was that an unsmoothed zener diode was being used to stabilise the voltage of the oscillator. Very good, as it meant there was no chance of drift with supply voltage, HOWEVER zener diodes are wonderful noise sources..which essentially caused the oscillator to jitter, giving the noise. The addition of a very large capacitor instantly removed that. I was able to demonstrate the actual noise levels equated to the frequency to voltage slope times teh theoretical noise of the zener..took a two day bit of math, but the Germans like lots of numbers. The second fault was that the stupid designers had used a ferrite cored oscillator core. Ferrite is nice stiff, but it varies its reluctance? I think that's the right word - when in a magnetic field, and the mains transformer in this design had to be close..we retrofitted 1000 brass or aluminium cored cools to these stupid tuners. I would say that 'good german tuner' set the project back 3 months plus, and cost thousands of man hours. In my case I employed the structural engineer who I did trust. And had no reason to change that trust afterwards. Oh, don't get me wrong, I trusted the consultant: It was just that in terms of getting an answer, there were quicker ways. It didn't invalidate his way at all, juts made it seem very expensive! Its not possible in structural terms to remove a wall to see if the house falls down, and then put it back. HOWEVER even structural engineers can be better than this suggests., I had one round to look at my roof and his answer was after 15 minutes looking at the loft, that no, I couldn't put anything heaver than shingles on the roof, and he was surprised that the bits of Christmas tree and old hoe handles even kept that up.. ;-) Was there anything about the house at all that was sound? 'You will find out when you renovate it' And I did, and the answer was 'nothing that wont be more expensive to keep than to demolish' BUT even there, the builders used had a pretty good idea of what would take what sort of load. When you work around structures, and have seen some fail, you 'know' that a wood beam will or wont take that many bags of cement loaded on it, or being hoist by it.etc etc. I 'know' that a 4x2 will take a couple of tons central over a 9ft span..just..because I have lifted that much on it. I wont ever do it again mind you, because it didn't look quite the same afterwards. So I wouldn't e.g. use a 4x2 to support a solid wall above it, on its own.. of any height. I 'know' that a pile of bricks abut a meter cube weighs about 1 ton and a bit, because I had to put them in two landrovers and drive them, and it wasn't fun, three trips in all, and still hairy.. |
#49
![]()
Posted to uk.d-i-y
|
|||
|
|||
![]()
Dave Plowman (News) wrote:
In terms of this group it's advisable to take professional advice in major works such as those. Not everyone has your obvious panoramic knowledge of building design. And I've seen a lot of properties fall down where some clown decides a wall ain't loadbearing... The cost of a structural engineer, whose report is enough to validate insurance policies, is a couple of hundred quid usually. In many projects its a trivial amount and all arses get covered. And if things go wrong, insurance pays out. You tried your best to reduce the risk. But its pretty easy to see if a wall IS load bearing or not, by going up and seeing what is on top of it. After all, that's really what the engineer does. He doesn't have access to better data than the handyman, he is just able to interpret it better. And most of all, he actually asks the question 'will it fall down' where the handyman probably assumes it wont. In engineering, provided you ask the right question, the answer is actually usually simple to arrive at. The major disasters that happen in engineering projects are almost always because the right question was not asked. Once you say 'will the house fall down if I pull that wall?' you are already 90% of the way there. The handyman isn't a structural guy: A builder is. The builder may be expected to ask the question, the handyman is not. |
#50
![]()
Posted to uk.d-i-y
|
|||
|
|||
![]()
Hugo Nebula wrote:
On Fri, 11 Sep 2009 02:07:50 -0700 (PDT), a certain chimpanzee, "Man at B&Q" randomly hit the keyboard and produced: A buttress is load bearing. Isn't it more that common usage has come to interpret "load bearing" as supporting something above rather than supporting something to the side? In the sense that load = a force acting on an object, then yes, a buttress is load bearing. However, I did want to point out that a structural member does more than react to gravitational forces. Ultimately in a building, there are no others. Except maybe in prestressed concrete, where the stress is in the form of tensioned steel, or in groundwork where its soil movement due to humidity changes, and occasionally one takes wind stress into account, but these are specialise areas. In the end the rest of the forces are all due to gravity. They may not be straight down, that's all. Buttresses are directly about the roof weight on arched, ridged or domed rooves. They are there because masonry does compressiion wonderfully, but is crap in tension, and hence bending. |
#51
![]()
Posted to uk.d-i-y
|
|||
|
|||
![]()
dennis@home wrote:
"Dave Plowman (News)" wrote in message ... In article , dennis@home wrote: "Dave Plowman (News)" wrote in message ... In article , dennis@home wrote: As long as he sticks to being a handyman it will be OK. Its when they decide to make a few extra quid by doing something they don't have a clue about that they become cowboys. That and stuff their insurance doesn't cover. Err, how do you know what his insurance covers? Who's? Perhaps you don't realise what you've written. It's at the top of this post. Oh I know what I wrote. Its quoted above. You may notice that it says "they" and doesn't specify an individual. But can be taken to imply it. Allegedly. Given you appear to have some restrictions as to what a handyman can be allowed to do. There are restrictions on what a handyman can do. And what would they be Dennis? -- Dave - The Medway Handyman www.medwayhandyman.co.uk |
#52
![]()
Posted to uk.d-i-y
|
|||
|
|||
![]()
Dave Plowman (News) wrote:
In article , dennis@home wrote: "Dave Plowman (News)" wrote in message ... In article , dennis@home wrote: "Dave Plowman (News)" wrote in message ... In article , dennis@home wrote: As long as he sticks to being a handyman it will be OK. Its when they decide to make a few extra quid by doing something they don't have a clue about that they become cowboys. That and stuff their insurance doesn't cover. Err, how do you know what his insurance covers? Who's? Perhaps you don't realise what you've written. It's at the top of this post. Oh I know what I wrote. Its quoted above. You may notice that it says "they" and doesn't specify an individual. But can be taken to imply it. Allegedly. Given you appear to have some restrictions as to what a handyman can be allowed to do. There are restrictions on what a handyman can do. I doubt there's any official definition of a handyman anymore than a builder. And I'm sure they vary in capabilities equally. I'd love to see such a definition, but alas its prolly just Dennis making things up again. -- Dave - The Medway Handyman www.medwayhandyman.co.uk |
#53
![]()
Posted to uk.d-i-y
|
|||
|
|||
![]()
Roger wrote:
"The Medway Handyman" wrote in message om... Looked at a job on the way home tonight, lady wants a wall between two landing cupboards removed. She reckoned it wasn't structural, but seeing as though she was a dental nurse & AFAIK they are not trained in this area, I told her to get it checked out by a structural engineer. You always make me laugh. Each time you get a job you come on here and ask what to do - suggesting you are a right cowboy! *plonk* |
Reply |
|
Thread Tools | Search this Thread |
Display Modes | |
|
|
![]() |
||||
Thread | Forum | |||
WBP vs fir or structural ply | UK diy | |||
structural ply for subfloor | UK diy | |||
Window replacement in structural brick wall | Home Repair | |||
Structural Engineer | UK diy | |||
Structural engineer | UK diy |