Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

RE: OSHA 4-bolt column anchorage

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Title: Message

Bill is correct.

 

 

David L. Fisher SE PE

Senior Principal

Fisher+Partners

 

372 West Ontario

Chicago 60610

 

312.573.1701

312.573.1726 fax

 

312.622.0409 mobile

 

www.fpse.com

 


From: Polhemus, Bill [mailto:BPolhemus(--nospam--at)wje.com]
Sent: Monday, February 06, 2006 12:14 PM
To: seaint(--nospam--at)seaint.org
Subject: RE: OSHA 4-bolt column anchorage

 

If I understand correctly, this is a federal OSAH rule.

 


From: Dave Adams [mailto:davea(--nospam--at)laneengineers.com]
Sent: Monday, February 06, 2006 11:49 AM
To: seaint(--nospam--at)seaint.org
Subject: OSHA 4-bolt column anchorage

 

Hello all,

 

California OSHA has a general requirement that all steel columns be anchored with a minimum of 4 anchor bolts ... I'm not sure if it is the same for other states.  Does anyone know if there are exceptions to this general rule?  It seems like an extreme requirement in some situations, since a column's stability is secured once the framing elements above are installed -- what happened to temporary shoring measures?

 

Thanks,

Dave K. Adams, S.E.

Lane Engineers, Inc.

Tulare, CA

E-mail:  davea(--nospam--at)laneengineers.com