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RE: Old Steel Joists

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Thanks Kipp.

 

Doug Mayer, SE

Structural Engineer

 

TaylorTeter

Partnership

 

7535 North Palm Ave., Suite 201

Fresno, CA 93711

 

(559) 437-0887 Ph.

(559) 438-7554 Fax

doug.mayer(--nospam--at)taylorteter.com

www.taylorteter.com

 

From: Kipp Martin [mailto:KMartin(--nospam--at)carollo.com]
Sent: Wednesday, August 26, 2009 2:21 PM
To: seaint(--nospam--at)seaint.org
Subject: RE: Old Steel Joists

 

Doug,

 

I sent an email directly to you that had some attachments.  If you haven't received, you may need to check you spam filter.

 

--Kipp Martin, P. E., S. E.

  Carollo Engineers

  Portland, Oregon

 


From: Doug Mayer [doug.mayer(--nospam--at)taylorteter.com]
Sent: Wednesday, August 26, 2009 2:06 PM
To: seaint(--nospam--at)seaint.org
Subject: RE: Old Steel Joists

Michelle,

 

Does it indicate the sectional make-up of the joist?  Double angles for chords?    Thanks for the help.

 

Doug Mayer, SE

Structural Engineer

 

From: Michelle Motchos [mailto:mmotchos(--nospam--at)sw-sc.com]
Sent: Wednesday, August 26, 2009 2:02 PM
To: seaint(--nospam--at)seaint.org
Subject: RE: Old Steel Joists

 

Looks like the first H's show up in the 61-71 load tables.  They indicate a moment capacity of 140000 in-lbs, and a max end reaction of 3200lb. This is from SJI's joist digest #7

 

-Michelle 

 


From: Doug Mayer [mailto:doug.mayer(--nospam--at)taylorteter.com]
Sent: Wednesday, August 26, 2009 3:01 PM
To: seaint(--nospam--at)seaint.org
Subject: Old Steel Joists

I’m trying to find some information on some old open-web steel joists (circa 1960) and designated as “12H3”.  I’m specifically trying to determine what kind of chord and web sections this joist is comprised of and any other information would be helpful.  I’ve done some googling, but to no avail.  If you have any info regarding this type of joist I would really appreciate it.

 

TIA,

 

Doug Mayer, SE

Structural Engineer