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

RE: Steel Connections

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Julio-

So...why don't you just explain why instead of citing a 10 year old
reference?

TIA,

Bill Allen, S.E. (CA #2607)
ALLEN DESIGNS
Laguna Niguel, CA
http://www.AllenDesigns.com

||-----Original Message-----
||From: julio.guerra(--nospam--at)theaustin.com [mailto:julio.guerra(--nospam--at)theaustin.com]
||Sent: Thursday, June 29, 2000 8:54 AM
||To: seaint(--nospam--at)seaint.org
||Subject: RE: Steel Connections
||
||
||Bill Allen wrote:
||
||"....Table XI places the load eccentrically on the bolts,
||where actually
||the load is applied directly to the bolts via the beam. ..."
||
||Steel Tips, December 1990: "Design of Single Plate Shear Connections",
||gives a good explanation of why the load should be applied
||eccentrically.
||
||Regards
||
||Julio M. Guerra  S.E.
||
||
||