force deflections and clearances

2007-07-10 Thread emc-p...@ieee.org
Hello again. The following is food for thought that came to light during a recent project development meeting. I invite your comments and anecdotes on the following. My earlier post regarding test probe 11 of IEC 61032 was related to comparing force test methods to deflect enclosures to reduce e

Re: force deflections and clearances

2007-07-11 Thread emc-p...@ieee.org
In message <000301c7c3c3$d21b44f0$d600a...@tamuracorp.com>, dated Wed, 11 Jul 2007, Brian O'Connell writes: >While we wait for the 'whenever' period to expire, does anyone know of >a reasonably-priced seminar for HBSE intended for a (somewhat) >experienced compliance person ? Perhaps a good bo

RE: force deflections and clearances

2007-07-11 Thread emc-p...@ieee.org
HBSE intended for a (somewhat) experienced compliance person ? Perhaps a good book ? luck, Brian > -Original Message- > From: emc-p...@ieee.org [mailto:emc-p...@ieee.org]On Behalf Of John > Woodgate > Sent: Wednesday, July 11, 2007 3:18 AM > To: emc-p...@ieee.org &g

Re: force deflections and clearances

2007-07-11 Thread emc-p...@ieee.org
In message , dated Tue, 10 Jul 2007, "Tarver, Peter" writes: >60065, while easier on the volumetric real estate budget, requires some >good basic reinforcement applied to the mechanical design in the >relevant areas. The 60065 test simulates a localized point load, e.g. the corner of anoth