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(Fwd) Re: OSB vs Plywood
[Subject Prev][Subject Next][Thread Prev][Thread Next]- To: "INTERNET:seaint(--nospam--at)seaint.org" <seaint(--nospam--at)seaint.org>
- Subject: (Fwd) Re: OSB vs Plywood
- From: Mark Gilligan <MarkKGilligan(--nospam--at)compuserve.com>
- Date: Sat, 24 Apr 1999 11:29:12 -0400
- Sender: Mark Gilligan <MarkKGilligan(--nospam--at)compuserve.com>
It has been stated that : >Is it standard engineering practice to adjust the design for the worst way that things could be built in the field if the builder in the field doesn't pay attention to the design?< This approach is questionable. It is based on the assumption that we know enough about "the worst way that things could be built" to quantify the impact, thus allowing us to compensate for poor construction. This denies the ability people have to screw things up in unique ways. In many situations it is not possible to quantify, ahead of time, the consequences of the failure to read the construction documents. In other situations the failure to follow the documents can result in failure without externally applied loads. There is no problem with accomodating contractors preferences for box or casing nails nor is there a problem in adopting practices that are less sensitive to workmanship issues. The problem is in acquiescing to noncomplience. If you adopt this approach how does the Contractor know that you really want him to do something in a certain way. In response to Mr. Wright's comment: "In that vein, I wonder how many of the infamous welded moment connection cracking problems were really problems with a deskbound designer not knowing how welders were actually doing the work." A significant factor in the performance of the pre-Northridge moment connection was the failure of the welders to follow the welding procedures. The engineers not only did not know what the welders were doing, in most cases the engineer had no idea why it was important to follow the welding procedures. This lack of attention to welding quality resulted in a situation where many welding inspectors were accepting work that was not in compliance with the basic welding codes. Because of these issues I believe that we should expect that there should be reasonable compliance with our designs. I wonder if the real reason that we adopt the attitude of compensating for contractors non-compliance is the recognition that in many instances there is no support from Clients to pay for inspections and to reject the work. Mark Gilligan
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