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Lisle  
#1 Posted : 09 November 2020 19:01:44(UTC)
Rank: New forum user
Lisle

Can anyone please point me to a document or web site that explains how to calculate the radius of an exclusion zone for falling objects?

The only thing I have found online is an overseas document, although I appreciate gravity is probably the same in most countries - unless someone tells me different. It says approx 33% of the height as a distance out from the building in all directions. Does this sound about right?

The scenario in question is working from a domestic balcony approx 18m above a public pavement.

I'm considering various control measures so I appreciate there are other options but I specifically need to know how to work this out as one potential measure for consideration. I'm looking to work out that, if it was 33% i.e. 6m out (balcony base is 18m) is the 33% (or whatever) a maximum or should I then add +10% as a best practice extra. 

FYI - this takes it into a road and would involve a road closure so not a practical solution for the small amount of work and realistically it would not be the control measure of choice (in my opinion at this stage) but I'd like to base my assumption on proper calculations.

Many thanks for any assistance or guidance on offer.

Ian Bell2  
#2 Posted : 09 November 2020 23:58:42(UTC)
Rank: Super forum user
Ian Bell2

I'm not aware of any recognised technique for this. Doesn't it depend on the dynamics of the falling material? A static drop with no relative horizontal movement will follow gravity? If the load is swinging/has a sideways force when released, then the released load will follow a sort of parabolic route. Guess you could use the equations of motion to estimate how far sideways the load will travel as it falls.

Also what about the type of material, is it likely to 'bounce' after first hitting the ground and then make a 2nd impact in a different position. How you predict that is difficult, I would think. Or if loose material spread out in different directions?

stevedm  
#3 Posted : 10 November 2020 07:44:06(UTC)
Rank: Super forum user
stevedm

this might help :)

https://www.dropsonline.org/resources-and-guidance/presentations/general-interest/drop-cone-calculations/

Ian Bell2  
#4 Posted : 10 November 2020 10:13:07(UTC)
Rank: Super forum user
Ian Bell2

This calculator is for predicting dropped objects in the sea and where they might settle on the seabed. Doubt if its suitable for air dropped items on a normal construction site.

Alfasev  
#5 Posted : 10 November 2020 10:13:49(UTC)
Rank: Super forum user
Alfasev

There is guidance in BS 6187:2011 Code of practice for full and partial demolition for exclusion zone.

Lisle  
#6 Posted : 10 November 2020 11:56:05(UTC)
Rank: New forum user
Lisle

Many thanks for the replies.

The dropsonline website has some interesting calculation tables for showing the potential effects of dropping objects based on height and weight that will come in useful for this exercise so thank you for that link.

Unfortunately I don't have the budget to purchase the BS document for this piece of work.

I'm second-guessing what I would have selected as a control measure if asked (I wasn't) and I have concluded that I have insufficient knowledge to establish a safe exclusion zone and would not have been able to obtain knowledge to enable me to work it out in the time available (or at all, it seems) so would have dismissed this as an option from the get go.

Would anyone consider that a drop zone (of any dimension) that would close the pavement and possible a side road a serious option as a control measure for working on a fourth floor balcony replacing decking and in the absence of any other protection from falling objects?

Would more experienced practitioners think that there would be a way of establishing the zone (other than arbitrarily closing the pavement and road over a large area)?

Is there any merit in making an exclusion zone to close the pavement (as an extra layer of control) without calculations to show the benefit?

Lawlee45239  
#7 Posted : 10 November 2020 12:37:27(UTC)
Rank: Super forum user
Lawlee45239

Originally Posted by: Lisle Go to Quoted Post

Can anyone please point me to a document or web site that explains how to calculate the radius of an exclusion zone for falling objects?

The only thing I have found online is an overseas document, although I appreciate gravity is probably the same in most countries - unless someone tells me different. It says approx 33% of the height as a distance out from the building in all directions. Does this sound about right?

The scenario in question is working from a domestic balcony approx 18m above a public pavement.

I'm considering various control measures so I appreciate there are other options but I specifically need to know how to work this out as one potential measure for consideration. I'm looking to work out that, if it was 33% i.e. 6m out (balcony base is 18m) is the 33% (or whatever) a maximum or should I then add +10% as a best practice extra. 

FYI - this takes it into a road and would involve a road closure so not a practical solution for the small amount of work and realistically it would not be the control measure of choice (in my opinion at this stage) but I'd like to base my assumption on proper calculations.

Many thanks for any assistance or guidance on offer.

What needs to be done? is it a personal domestic, or domestic by contractor? 

Lisle  
#8 Posted : 10 November 2020 12:52:40(UTC)
Rank: New forum user
Lisle

It's remedial works to a domestic block by a small commercial subcontractor for a large commercial contractor.

This isn't the control measure in place. I'm just trying to ascertain whether the exclusion zone would ever have been an option either by calculating it properly or by judgement and previous experience of another safety advisor.

Roundtuit  
#9 Posted : 10 November 2020 12:56:19(UTC)
Rank: Super forum user
Roundtuit

Replacing decking at 18m is pretty serious Work At Height.

My mind boggles as to how you anticipate the contractor would safely remove and replace the decking operating from what I presume would be the general access door to the balcony.

Planning for a vertical gravitational fall would be fine in a laboratory in the real world there can be sudden air movements which could push a falling item well beyond any limited zone cordoned off at street level.

If you don't have the budget to purchase BS 6817 what chance for suitable and sufficient access controls

Roundtuit  
#10 Posted : 10 November 2020 12:56:19(UTC)
Rank: Super forum user
Roundtuit

Replacing decking at 18m is pretty serious Work At Height.

My mind boggles as to how you anticipate the contractor would safely remove and replace the decking operating from what I presume would be the general access door to the balcony.

Planning for a vertical gravitational fall would be fine in a laboratory in the real world there can be sudden air movements which could push a falling item well beyond any limited zone cordoned off at street level.

If you don't have the budget to purchase BS 6817 what chance for suitable and sufficient access controls

Lawlee45239  
#11 Posted : 10 November 2020 14:30:52(UTC)
Rank: Super forum user
Lawlee45239

Originally Posted by: Lisle Go to Quoted Post

It's remedial works to a domestic block by a small commercial subcontractor for a large commercial contractor.

This isn't the control measure in place. I'm just trying to ascertain whether the exclusion zone would ever have been an option either by calculating it properly or by judgement and previous experience of another safety advisor.

No question then, the contractor needs to do it right!

With regards to calculation, always go for the worst case with the assistance of the Project Team (Engineers that can best advise on the wind and forces of). Between the wind itself, and the air movements around buildings, not to mention the updraft to the 18th floor, it is fairly high risk.  I would assume a Design Safety review was carried out, which would inclue maintenance and replacement of the required item. 

Lisle  
#12 Posted : 10 November 2020 14:54:56(UTC)
Rank: New forum user
Lisle

Originally Posted by: Roundtuit Go to Quoted Post

Replacing decking at 18m is pretty serious Work At Height.

My mind boggles as to how you anticipate the contractor would safely remove and replace the decking operating from what I presume would be the general access door to the balcony.

Planning for a vertical gravitational fall would be fine in a laboratory in the real world there can be sudden air movements which could push a falling item well beyond any limited zone cordoned off at street level.

If you don't have the budget to purchase BS 6817 what chance for suitable and sufficient access controls

I'm not sure why your mind is boggling. Did I say I was doing it in an unsafe manner? No I did not. I asked a theoretical question about calculating exclusion zones should someone think that this would be a suitable control measure as a reflective exercise in considering and dismissing unsuitable control measures.

I don't have a budget to purchase a £300 document that might or might not answer my theoretical question and satisfy my own musings for my personal amusement. If I spent money on potentially useless documents I wouldn't have the budget to put in place the extensive and correct control meausre that I do use so please don't assume we are some two-bit contractor looking to dodge our obligations. That says more about you than it does about me.

I am surprised it took so long for someone to try virtue-signal their own superior knowledge by implying that I am doing something wrong just because I asked a question. You have no basis for that assumption, so why make it other than as an opportunity to show off?

Lisle  
#13 Posted : 10 November 2020 15:01:50(UTC)
Rank: New forum user
Lisle

Originally Posted by: Lawlee45239 Go to Quoted Post
Originally Posted by: Lisle Go to Quoted Post

It's remedial works to a domestic block by a small commercial subcontractor for a large commercial contractor.

This isn't the control measure in place. I'm just trying to ascertain whether the exclusion zone would ever have been an option either by calculating it properly or by judgement and previous experience of another safety advisor.

No question then, the contractor needs to do it right!

With regards to calculation, always go for the worst case with the assistance of the Project Team (Engineers that can best advise on the wind and forces of). Between the wind itself, and the air movements around buildings, not to mention the updraft to the 18th floor, it is fairly high risk.  I would assume a Design Safety review was carried out, which would inclue maintenance and replacement of the required item. 

I don't think my question was "should I do it right?"

I think your comments about how to go about this, for which I thank you, confirms that nobody would do this in order to replace three pieces of decking and that other measures to prevent falling objects would be more appropriate.

peter gotch  
#14 Posted : 10 November 2020 15:12:00(UTC)
Rank: Super forum user
peter gotch

Lisle, unless I have misread the thread, you haven't actually spelt out what the work involves. You 've stated that it's remedial works to be done from a balcony at 18m above ground but I'm not sure what that work involves - could be e.g. some repair to rendering around the balcony.

Without knowing what is at risk of falling other than the workers's tools it is very difficult to assess what precautions against falling objects might be appropriate.

As example, if it is render then you could reasonably presume that it would fall within a very small distance from the face of the building. In contrast if you were replacing cladding, then any sheet could easily be caught by the wind and we would need to know weight and dimensions to consider the options.

Roundtuit  
#15 Posted : 10 November 2020 15:12:10(UTC)
Rank: Super forum user
Roundtuit

Originally Posted by: Lisle Go to Quoted Post

Can anyone please point me to a document or web site that explains how to calculate the radius of an exclusion zone for falling objects?

The only thing I have found online is an overseas document, although I appreciate gravity is probably the same in most countries - unless someone tells me different. It says approx 33% of the height as a distance out from the building in all directions. Does this sound about right?

The scenario in question is working from a domestic balcony approx 18m above a public pavement.

I'm considering various control measures so I appreciate there are other options but I specifically need to know how to work this out as one potential measure for consideration. I'm looking to work out that, if it was 33% i.e. 6m out (balcony base is 18m) is the 33% (or whatever) a maximum or should I then add +10% as a best practice extra. 

FYI - this takes it into a road and would involve a road closure so not a practical solution for the small amount of work and realistically it would not be the control measure of choice (in my opinion at this stage) but I'd like to base my assumption on proper calculations.

Many thanks for any assistance or guidance on offer.

Sorry I must have missed the point in your OP that said "purely theoretical personal musing".

Roundtuit  
#16 Posted : 10 November 2020 15:12:10(UTC)
Rank: Super forum user
Roundtuit

Originally Posted by: Lisle Go to Quoted Post

Can anyone please point me to a document or web site that explains how to calculate the radius of an exclusion zone for falling objects?

The only thing I have found online is an overseas document, although I appreciate gravity is probably the same in most countries - unless someone tells me different. It says approx 33% of the height as a distance out from the building in all directions. Does this sound about right?

The scenario in question is working from a domestic balcony approx 18m above a public pavement.

I'm considering various control measures so I appreciate there are other options but I specifically need to know how to work this out as one potential measure for consideration. I'm looking to work out that, if it was 33% i.e. 6m out (balcony base is 18m) is the 33% (or whatever) a maximum or should I then add +10% as a best practice extra. 

FYI - this takes it into a road and would involve a road closure so not a practical solution for the small amount of work and realistically it would not be the control measure of choice (in my opinion at this stage) but I'd like to base my assumption on proper calculations.

Many thanks for any assistance or guidance on offer.

Sorry I must have missed the point in your OP that said "purely theoretical personal musing".

HSSnail  
#17 Posted : 10 November 2020 15:21:10(UTC)
Rank: Super forum user
HSSnail

The problem with any posting on this site is it is open to interpritation - take my response to the cantideck question - i had totaly misundertsood how the system worked.

I will admit when i first read your post i (possible like Roundtuit) thought you were refering to relaceing a load bearing structure - and i thought an exclusion zone was the least of your worries.

Im now thinking that you are actualy talking about removeing a decorative wood sheet placed over the load bearing floor.

Still difficult to know how to answer this question without more detail - what edge protection have you - what measures are in place to prevent items falling. If they should fall what effect will air movement have on them, and what would be the consequences of it stricking someone or something.

From limited information it is an imposible question to answer.

stevedm  
#18 Posted : 10 November 2020 16:59:59(UTC)
Rank: Super forum user
stevedm

the formula can be adopted..wally

achrn  
#19 Posted : 11 November 2020 08:37:03(UTC)
Rank: Super forum user
achrn

Originally Posted by: Lisle Go to Quoted Post

I don't have a budget to purchase a £300 document that might or might not answer my theoretical question and satisfy my own musings for my personal amusement.

It won't.

It does have a large section on exclusion (etc) zones - section 13, and it talks about 'designed drop area', 'predicted debris area', 'buffer area' and approaches and factors to be considered, but it doesn't have any actual calculations or references to where to find calculation methods, except in a very few cases (for example, 13.5.1 refers to BS5607 for demolition by explosives - presumably not applicable in this case and 13.5.3 says delberate collapse methods need to allow for teh structure to wander 20 degrees off  the predicted line).

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