Subject: RE: Steel-Detail: Through Plate Connections
From: "Sprague, Harold O." <SpragueHO(--nospam--at)bv.com>
Date: Tue, 16 May 2000 09:45:12 -0500
I agree with you. Through plates add an unnecessary expense. If the wall
is too thin for what ever reason (like axial loads in the beam), I tend to
reinforce the wall by using a WT welded to the HSS wall. Slotting the walls
of HSS columns is a lot of handwork.
> -----Original Message-----
> From: Steve Powell [SMTP:Stevep(--nospam--at)smesteel.com]
> Sent: Monday, May 15, 2000 11:00 AM
> To: jkestner(--nospam--at)somervilleinc.com; lvtadet(--nospam--at)yahoo.com
> Cc: seaint(--nospam--at)seaint.org; steel-detail(--nospam--at)steel-link.com
> Subject: Re: Steel-Detail: Through Plate Connections
> Maybe the question to ask is why are through plates being required. I know
> it looks strong, just like putting stiffeners every place there might be a
> concentrated load, however all these little things add great cost to the
> fabricated project. I would like to see some of the engineers on this list
> explain why it is necessary if the wall thickness meets the requirements
> of 9.3.3 in the HSS Manual.
> Steve Powell,P.E.
> SME Steel Contractors