Re: [PSES] Seismic requirements- Euro Machinery Directive

2014-11-25 Thread Canio Dichirico
Hi!

Sad enough to say, Italy regularly undergoes earthquakes with casualties and/or 
damages to structures with a period of about 10 to 20 years.

That without forgetting that Greece is also a EU member.

Kind regards

Canio Dichirico
ESO
www.eso.orghttp://www.eso.org
Germany

P.S. Mt Aetna has never moved from Sicily :)

From: Pete Perkins [mailto:0061f3f32d0c-dmarc-requ...@ieee.org]
Sent: 2014 November 25 01.45
To: EMC-PSTC@listserv.ieee.org
Subject: Re: [PSES] Seismic requirements- Euro Machinery Directive

Mike,

Even tho Mt Aetna at Pompeii still erupts regularly, it doesn't 
seem to be enuf to get Italy on the earthquake map.

:) br, Pete

Peter E Perkins, PE
Principal Product Safety Engineer
PO Box 23427
Tigard, ORe  97281-3427

503/452-1201 fone/fax
p.perk...@ieee.orgmailto:p.perk...@ieee.org

_ _ _ _ _

Italy still gets quakes on a regular basis.

Mike Sherman
Graco Inc.

-


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Re: [PSES] Seismic requirements- Euro Machinery Directive

2014-11-25 Thread Nick Williams
Some of the product specific standards include requirements for protection 
against siesmic effects, although I don’t know of any which are harmonised 
under the Machinery Directive. Probably the one closest is: BS ISO 11031. 
Cranes. Design principles for seismic load” which is still a draft 
(12/30269745 DC). Purchaseable from BSI for GBP20. 

I’ve just had a quick look at it, and it contains quite a lot of maths, but it 
also gives risk factors for different territories worldwide. I’d say it’s 
probably a good start for answering the question you asked (and since it’s a 
draft, it’s cheap!).

I’m not sure whether or not I agree with Lauren that the MD does not require 
you to consider siesmic effects. What I do know is that it’s wrong to think 
that just because the risk is very low in places like the UK then you never 
need to do anything about earthquake protection.* If you are designing serious 
infrastructure (rail, power stations etc) then earthquake risk definitely needs 
to be on your radar. 

Nick. 

*note: not that I’m accusing you of this!

 On 24 Nov 2014, at 21:37, Pete Perkins 
 0061f3f32d0c-dmarc-requ...@ieee.org wrote:
 
 ok group,
 
   I'm dealing with a large machine which, by design, seems top-heavy.
 The issue of stability in an active seismic environment has been raised.
 Are there any specific requirements or guidance in Euro standards pertaining
 to seismic stability?  
 
 :) br, Pete
 
 Peter E Perkins, PE
 Principal Product Safety Engineer
 PO Box 23427
 Tigard, ORe  97281-3427
 
 503/452-1201 fone/fax
 p.perk...@ieee.org
 

-

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Re: [PSES] Seismic requirements- Euro Machinery Directive

2014-11-24 Thread Nyffenegger, Dave
From the MD Annex I

1.3.1. Risk of loss of stability
Machinery and its components and fittings must be stable enough to avoid 
overturning, falling or uncontrolled
movements during transportation, assembly, dismantling and any other action 
involving the
machinery.

If the shape of the machinery itself or its intended installation does not 
offer sufficient stability, appropriate
means of anchorage must be incorporated and indicated in the instructions.

I'd interpret this to apply to seismic stability if that could be a concern.
-Dave

-Original Message-
From: Pete Perkins [mailto:0061f3f32d0c-dmarc-requ...@ieee.org] 
Sent: Monday, November 24, 2014 4:37 PM
To: EMC-PSTC@LISTSERV.IEEE.ORG
Subject: [PSES] Seismic requirements- Euro Machinery Directive

ok group,

I'm dealing with a large machine which, by design, seems top-heavy.
The issue of stability in an active seismic environment has been raised.
Are there any specific requirements or guidance in Euro standards pertaining to 
seismic stability?  

:) br, Pete
 
Peter E Perkins, PE
Principal Product Safety Engineer
PO Box 23427
Tigard, ORe  97281-3427
 
503/452-1201 fone/fax
p.perk...@ieee.org
 

-

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Re: [PSES] Seismic requirements- Euro Machinery Directive

2014-11-24 Thread Pete Perkins
Dave,

We're familiar with these usual stability requirements and the
mechanical team is confident the equipment is adequate for these
circumstances.  

The additional questions arise from direct seismic action and the
additional forces developed during such an event.  

It doesn't seem to me that the Euro Zone is particularly active from
the seismic point of view and we've not run into this issue before but are
doing our due diligence here to ensure that no stone is left unturned.   The
USGS Seismic history of the earth 1900-2014 website doesn't even include a
reporting zone for Europe.  

So maybe this isn't an issue for the MD.  

:) br, Pete
 
Peter E Perkins, PE
Principal Product Safety Engineer
PO Box 23427
Tigard, ORe  97281-3427
 
503/452-1201 fone/fax
p.perk...@ieee.org
 
_ _ _ _ _

From the MD Annex I

1.3.1. Risk of loss of stability
Machinery and its components and fittings must be stable enough to avoid
overturning, falling or uncontrolled movements during transportation,
assembly, dismantling and any other action involving the machinery.

If the shape of the machinery itself or its intended installation does not
offer sufficient stability, appropriate means of anchorage must be
incorporated and indicated in the instructions.

I'd interpret this to apply to seismic stability if that could be a concern.
-Dave

-Original Message-
From: Pete Perkins [mailto:0061f3f32d0c-dmarc-requ...@ieee.org]
Sent: Monday, November 24, 2014 4:37 PM
To: EMC-PSTC@LISTSERV.IEEE.ORG
Subject: [PSES] Seismic requirements- Euro Machinery Directive

ok group,

I'm dealing with a large machine which, by design, seems top-heavy.
The issue of stability in an active seismic environment has been raised.
Are there any specific requirements or guidance in Euro standards pertaining
to seismic stability?  

:) br, Pete
 
Peter E Perkins, PE
Principal Product Safety Engineer
PO Box 23427
Tigard, ORe  97281-3427
 
503/452-1201 fone/fax
p.perk...@ieee.org
 

-

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Re: [PSES] Seismic requirements- Euro Machinery Directive

2014-11-24 Thread Joe Randolph
Hi Pete:

I've never run across a seismic requirement for the EU.

If for some reason you want to apply some seismic tests as part of your
safety evaluation, the telecom industry here is the USA includes seismic
requirements in Telcordia standard GR-63.  I suspect that there may be some
candidate MIL specs as well.


Joe Randolph
Telecom Design Consultant
Randolph Telecom, Inc.
781-721-2848 (USA)
j...@randolph-telecom.com
http://www.randolph-telecom.com

-Original Message-
From: Pete Perkins [mailto:0061f3f32d0c-dmarc-requ...@ieee.org] 
Sent: Monday, November 24, 2014 4:37 PM
To: EMC-PSTC@LISTSERV.IEEE.ORG
Subject: [PSES] Seismic requirements- Euro Machinery Directive

ok group,

I'm dealing with a large machine which, by design, seems top-heavy.
The issue of stability in an active seismic environment has been raised.
Are there any specific requirements or guidance in Euro standards pertaining
to seismic stability?  

:) br, Pete
 
Peter E Perkins, PE
Principal Product Safety Engineer
PO Box 23427
Tigard, ORe  97281-3427
 
503/452-1201 fone/fax
p.perk...@ieee.org
 

-

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discussion list. To post a message to the list, send your e-mail to
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Attachments are not permitted but the IEEE PSES Online Communities site at
http://product-compliance.oc.ieee.org/ can be used for graphics (in
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Re: [PSES] Seismic requirements- Euro Machinery Directive

2014-11-24 Thread Crane, Lauren
Pete, 

I do not think seismic stability is in scope of the MD concerns, nonetheless 
for EU seismic concerns take a look at EN 1998-1: Eurocode 8: Design of 
structures for earthquake resistance - Part 1: General rules, seismic actions 
and rules for buildings and consider the requirements for non-structural 
elements of buildings. 

It is a complex topic. Enjoy!

Regards,
Lauren Crane
KLA-Tencor
-Original Message-
From: Pete Perkins [mailto:0061f3f32d0c-dmarc-requ...@ieee.org] 
Sent: Monday, November 24, 2014 4:52 PM
To: EMC-PSTC@LISTSERV.IEEE.ORG
Subject: Re: [PSES] Seismic requirements- Euro Machinery Directive

Dave,

We're familiar with these usual stability requirements and the 
mechanical team is confident the equipment is adequate for these circumstances. 
 

The additional questions arise from direct seismic action and the 
additional forces developed during such an event.  

It doesn't seem to me that the Euro Zone is particularly active from 
the seismic point of view and we've not run into this issue before but are
doing our due diligence here to ensure that no stone is left unturned.   The
USGS Seismic history of the earth 1900-2014 website doesn't even include a 
reporting zone for Europe.  

So maybe this isn't an issue for the MD.  

:) br, Pete
 
Peter E Perkins, PE
Principal Product Safety Engineer
PO Box 23427
Tigard, ORe  97281-3427
 
503/452-1201 fone/fax
p.perk...@ieee.org
 
_ _ _ _ _

From the MD Annex I

1.3.1. Risk of loss of stability
Machinery and its components and fittings must be stable enough to avoid 
overturning, falling or uncontrolled movements during transportation, assembly, 
dismantling and any other action involving the machinery.

If the shape of the machinery itself or its intended installation does not 
offer sufficient stability, appropriate means of anchorage must be incorporated 
and indicated in the instructions.

I'd interpret this to apply to seismic stability if that could be a concern.
-Dave

-Original Message-
From: Pete Perkins [mailto:0061f3f32d0c-dmarc-requ...@ieee.org]
Sent: Monday, November 24, 2014 4:37 PM
To: EMC-PSTC@LISTSERV.IEEE.ORG
Subject: [PSES] Seismic requirements- Euro Machinery Directive

ok group,

I'm dealing with a large machine which, by design, seems top-heavy.
The issue of stability in an active seismic environment has been raised.
Are there any specific requirements or guidance in Euro standards pertaining to 
seismic stability?  

:) br, Pete
 
Peter E Perkins, PE
Principal Product Safety Engineer
PO Box 23427
Tigard, ORe  97281-3427
 
503/452-1201 fone/fax
p.perk...@ieee.org
 

-

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formats

Re: [PSES] Seismic requirements- Euro Machinery Directive

2014-11-24 Thread Mike Sherman ----- Original Message -----
Italy still gets quakes on a regular basis. 

Mike Sherman 
Graco Inc. 

- Original Message -

From: Lauren Crane lauren.cr...@kla-tencor.com 
To: EMC-PSTC EMC-PSTC@LISTSERV.IEEE.ORG 
Sent: Monday, November 24, 2014 4:58:07 PM 
Subject: Re: [PSES] Seismic requirements- Euro Machinery Directive 

Pete, 

I do not think seismic stability is in scope of the MD concerns, nonetheless 
for EU seismic concerns take a look at EN 1998-1: Eurocode 8: Design of 
structures for earthquake resistance - Part 1: General rules, seismic actions 
and rules for buildings and consider the requirements for non-structural 
elements of buildings. 

It is a complex topic. Enjoy! 

Regards, 
Lauren Crane 
KLA-Tencor 
-Original Message- 
From: Pete Perkins [mailto:0061f3f32d0c-dmarc-requ...@ieee.org] 
Sent: Monday, November 24, 2014 4:52 PM 
To: EMC-PSTC@LISTSERV.IEEE.ORG 
Subject: Re: [PSES] Seismic requirements- Euro Machinery Directive 

Dave, 

We're familiar with these usual stability requirements and the mechanical team 
is confident the equipment is adequate for these circumstances. 

The additional questions arise from direct seismic action and the additional 
forces developed during such an event. 

It doesn't seem to me that the Euro Zone is particularly active from the 
seismic point of view and we've not run into this issue before but are 
doing our due diligence here to ensure that no stone is left unturned. The 
USGS Seismic history of the earth 1900-2014 website doesn't even include a 
reporting zone for Europe. 

So maybe this isn't an issue for the MD. 

:) br, Pete 

Peter E Perkins, PE 
Principal Product Safety Engineer 
PO Box 23427 
Tigard, ORe 97281-3427 

503/452-1201 fone/fax 
p.perk...@ieee.org 

_ _ _ _ _ 

From the MD Annex I 

1.3.1. Risk of loss of stability 
Machinery and its components and fittings must be stable enough to avoid 
overturning, falling or uncontrolled movements during transportation, assembly, 
dismantling and any other action involving the machinery. 

If the shape of the machinery itself or its intended installation does not 
offer sufficient stability, appropriate means of anchorage must be incorporated 
and indicated in the instructions. 

I'd interpret this to apply to seismic stability if that could be a concern. 
-Dave 

-Original Message- 
From: Pete Perkins [mailto:0061f3f32d0c-dmarc-requ...@ieee.org] 
Sent: Monday, November 24, 2014 4:37 PM 
To: EMC-PSTC@LISTSERV.IEEE.ORG 
Subject: [PSES] Seismic requirements- Euro Machinery Directive 

ok group, 

I'm dealing with a large machine which, by design, seems top-heavy. 
The issue of stability in an active seismic environment has been raised. 
Are there any specific requirements or guidance in Euro standards pertaining to 
seismic stability? 

:) br, Pete 

Peter E Perkins, PE 
Principal Product Safety Engineer 
PO Box 23427 
Tigard, ORe 97281-3427 

503/452-1201 fone/fax 
p.perk...@ieee.org 


- 
 
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Attachments are not permitted but the IEEE PSES Online Communities site at 
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Instructions: http://www.ieee-pses.org/list.html (including how to 
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Attachments are not permitted but the IEEE PSES Online Communities site at 
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Re: [PSES] Seismic requirements- Euro Machinery Directive

2014-11-24 Thread Pete Perkins
Mike,

 

Even tho Mt Aetna at Pompeii still erupts regularly, it
doesn't seem to be enuf to get Italy on the earthquake map.  

 

:) br, Pete

 

Peter E Perkins, PE

Principal Product Safety Engineer

PO Box 23427

Tigard, ORe  97281-3427

 

503/452-1201 fone/fax

p.perk...@ieee.org

 

_ _ _ _ _

 

Italy still gets quakes on a regular basis.

 

Mike Sherman

Graco Inc.

 


-

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Re: [PSES] Seismic requirements- Euro Machinery Directive

2014-11-24 Thread John Woodgate
In message 003c01d00839$3ce78bb0$b6b6a310$@cs.com, dated Mon, 24 Nov 
2014, Pete Perkins 0061f3f32d0c-dmarc-requ...@ieee.org writes:


  It doesn't seem to me that the Euro Zone is particularly active 
from
the seismic point of view and we've not run into this issue before but 
are doing our due diligence here to ensure that no stone is left 
unturned.   The USGS Seismic history of the earth 1900-2014 website 
doesn't even include a reporting zone for Europe.


Southern Italy is prone to seismic effects. Temblors do occur, but there 
are also longer-term ground movements along the east coast that have 
interesting effects on reinforced concrete floors. Maybe the USGS 
doesn't know that. (;-)

--
OOO - Own Opinions Only. With best wishes. See www.jmwa.demon.co.uk
When I turn my back on the sun, it's to look for a rainbow
John Woodgate, J M Woodgate and Associates, Rayleigh, Essex UK

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