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Peak wind speeds
In the booklet "The Design of Free-standing Walls", there is a map showing the speeds that are used for building design in the UK. I am not going to summarise it (as it is very complex), but here are a few examples: London 37 Colchester 41 King's Lynn 44 Newcastle 46 Truro 48 Edinburgh 50 Glasgow 52 Lewis 55 All are in metres/sec, and remember that wind damage is roughly quadratic in the speed. There is also a varying factor due to the openness of the terrain. Regards, Nick Maclaren. |
#2
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Peak wind speeds
Nick Maclaren wrote:
In the booklet "The Design of Free-standing Walls", there is a map showing the speeds that are used for building design in the UK. I am not going to summarise it (as it is very complex), but here are a few examples: London 37 Colchester 41 King's Lynn 44 Newcastle 46 Truro 48 Edinburgh 50 Glasgow 52 Lewis 55 All are in metres/sec, and remember that wind damage is roughly quadratic in the speed. There is also a varying factor due to the openness of the terrain. Regards, Nick Maclaren. I'm drinking Stella - what are you on? -- Larry Stoter |
#3
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Peak wind speeds
In article ,
Larry Stoter wrote: I'm drinking Stella - what are you on? Take a little wine, for thy stomach's sake. Regards, Nick Maclaren. |
#5
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Peak wind speeds
On Thu, 09 Oct 2003 23:07:13 +0100, Stephen Howard
wrote: On Thu, 9 Oct 2003 22:14:54 +0100, (Larry Stoter) wrote: Nick Maclaren wrote: In the booklet "The Design of Free-standing Walls", there is a map showing the speeds that are used for building design in the UK. I am not going to summarise it (as it is very complex), but here are a few examples: London 37 Colchester 41 King's Lynn 44 Newcastle 46 Truro 48 Edinburgh 50 Glasgow 52 Lewis 55 All are in metres/sec, and remember that wind damage is roughly quadratic in the speed. There is also a varying factor due to the openness of the terrain. I'm drinking Stella - what are you on? And my Cavalier still won't idle... I thought they spent most of their lives idle :-) -- Martin |
#6
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Peak wind speeds
The message
from (Nick Maclaren) contains these words: In the booklet "The Design of Free-standing Walls", there is a map showing the speeds that are used for building design in the UK. I am not going to summarise it (as it is very complex), but here are a few examples: London 37 Colchester 41 King's Lynn 44 Newcastle 46 Truro 48 Edinburgh 50 Glasgow 52 Lewis 55 All are in metres/sec, and remember that wind damage is roughly quadratic in the speed. There is also a varying factor due to the openness of the terrain. Regards, Nick Maclaren. Plus of course it gets really interesting when you add it up with 3 other walls to get a basic box. You get suction and all sorts of forces. Then if you add a pitched roof you have the possibility of wind uplift on the roof pulling the roof off along with the walls!!!!!!!!!! Structural design is quite an interesting subject once you get into it. Trying to battle nature yet keep in harmony. -- email farmer chris on Please don`t use as it`s a spam haven. |
#7
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Peak wind speeds
On Fri, 10 Oct 2003 09:57:38 +0100, Christopher Norton
wrote: Structural design is quite an interesting subject once you get into it. Trying to battle nature yet keep in harmony. A bit like Cher then... Regards, -- Stephen Howard - Woodwind repairs & period restorations www.shwoodwind.co.uk Emails to: showard{whoisat}shwoodwind{dot}co{dot}uk |
#8
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Peak wind speeds
On Fri, 10 Oct 2003 09:57:38 +0100, Christopher Norton
wrote: The message from (Nick Maclaren) contains these words: In the booklet "The Design of Free-standing Walls", there is a map showing the speeds that are used for building design in the UK. I am not going to summarise it (as it is very complex), but here are a few examples: London 37 that may not look much, but it is in fact Force 12 75 MPH It doesn't give much reserve for really big storms. It's not surprising that roof get blown off. Colchester 41 King's Lynn 44 Newcastle 46 Truro 48 Edinburgh 50 Glasgow 52 Lewis 55 All are in metres/sec, and remember that wind damage is roughly quadratic in the speed. There is also a varying factor due to the openness of the terrain. Regards, Nick Maclaren. Plus of course it gets really interesting when you add it up with 3 other walls to get a basic box. You get suction and all sorts of forces. Then if you add a pitched roof you have the possibility of wind uplift on the roof pulling the roof off along with the walls!!!!!!!!!! plus the potential accelerating effect of buildings up wind. Try walking past York Minster on a really windy day. -- Martin |
#9
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Peak wind speeds
On Fri, 10 Oct 2003 10:27:40 +0100, Stephen Howard
wrote: On Fri, 10 Oct 2003 09:57:38 +0100, Christopher Norton wrote: Structural design is quite an interesting subject once you get into it. Trying to battle nature yet keep in harmony. A bit like Cher then... LOL! She's been restructured several times. -- Martin |
#10
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Peak wind speeds
In article , martin writes: | | In the booklet "The Design of Free-standing Walls", there is a map | showing the speeds that are used for building design in the UK. I | am not going to summarise it (as it is very complex), but here are | a few examples: | | London 37 | | that may not look much, but it is in fact Force 12 75 MPH | | It doesn't give much reserve for really big storms. | | It's not surprising that roof get blown off. I don't think that London has had more than a force 10 in several decades, though I could be wrong. It is the most sheltered part of the UK. The figure for Lewis is somewhat impressive - much higher than hurricane Isobel - in fact, Lewis gets winds higher than that rather anaemic hurricane every year :-) Regards, Nick Maclaren. |
#11
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Peak wind speeds
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#12
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Peak wind speeds
In article , martin writes: | | The figure for Lewis is somewhat impressive - much higher than | hurricane Isobel - in fact, Lewis gets winds higher than that | rather anaemic hurricane every year :-) | | usually from the remains of a hurricane. | | I remember in the nineteen sixties, that around there an anemometer | measured 140mph before it was blown away. Yes. While they do weaken considerably crossing the pond, a high proportion of all Caribbean hurricanes end up hitting the Western Isles. Regards, Nick Maclaren. |
#13
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Peak wind speeds
In article , Nick Maclaren writes In article , martin writes: | | The figure for Lewis is somewhat impressive - much higher than | hurricane Isobel - in fact, Lewis gets winds higher than that | rather anaemic hurricane every year :-) | | usually from the remains of a hurricane. | | I remember in the nineteen sixties, that around there an anemometer | measured 140mph before it was blown away. Yes. While they do weaken considerably crossing the pond, a high proportion of all Caribbean hurricanes end up hitting the Western Isles. Well, not really a "high proportion" because you've got to exclude those that hit land the other side of the pond, well over half most years! And the poor old Western Isles aren't the only place the resulting depressions end up hitting this side of the pond, it can be anywhere from the Bay of Biscay to Iceland. The storm of 16th October 1987 was partly a result of Hurricane Floyd, after all! -- Malcolm Ogilvie |
#14
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Peak wind speeds
"Nick Maclaren" wrote in message ... In the booklet "The Design of Free-standing Walls", there is a map showing the speeds that are used for building design in the UK. I am not going to summarise it (as it is very complex), but here are a few examples: London 37 Colchester 41 King's Lynn 44 Newcastle 46 Truro 48 Edinburgh 50 Glasgow 52 Lewis 55 Interested to know how they derived those figures, and whether builders are legally required to use those figures. I wouldn't worry about your house blowing down - even the lowest figure (for London) is over F12 on the Beaufort scale and barely survivable in the open. |
#15
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Peak wind speeds
In article , Ric wrote:
Interested to know how they derived those figures, and whether builders are legally required to use those figures. I wouldn't worry about your house blowing down - even the lowest figure (for London) is over F12 on the Beaufort scale and barely survivable in the open. Dunno. The reference is: CP3: Chapter V: Part 2: 1972. Wind Loads. British Standards Institution. Regards, Nick Maclaren. |
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