From: "Sprague, Harold O." <SpragueHO(--nospam--at)bv.com>
Date: Tue, 15 Feb 2000 13:56:33 -0600
The structural engineer is supposed to define the overall testing program,
defining what connections get tested and how that testing is to take place.
Minimum elements of the testing program are included in Sect 1703. Keep in
mind this is just for fully restrained connections in seismic zones 3 and 4
(the kind that failed in Northridge).
You might want to take a look at FEMA 267.
The welding procedure is just for an individual welded joint, and just
describes the procedure to weld a particular joint.
> -----Original Message-----
> From: Bart Needham [SMTP:bartn(--nospam--at)ckcps.com]
> Sent: Friday, February 11, 2000 6:47 PM
> To: seaint(--nospam--at)seaint.org
> Subject: Confused about Welding Procedures
> UBC Section 1703 states:
> "A program for this testing shall be established by the person
> responsible for structural design and as shown on plans and
> My understanding is that the design engineer directs the contractor to
> provide a welding program or welding procedure.
> Or does having the contractor furnish the welding program fulfill the
> requirement of it being "established by the person responsible for the
> structural design"?
> Am I reading this incorrectly?
> Is there a difference between a welding program and welding procedure?
> Bart Needham, SE