Visual Grading, Lumber Strength, and Liability

      If a visually graded piece of lumber breaks at lower stresses than the grade specifies, can somebody get in trouble? January 27, 2008

I've got a question regarding some of the liability issues surrounding lumber grading and I'm hoping somebody can point me in the right direction. If a piece of dimension lumber is properly graded with visual grading rules but ultimately turns out to not have the strength associated with the visual grade, will the manufacturer/grader be liable should the board break and cause damage? Is anybody aware of a reported case involving this scenario?

Forum Responses
(Sawing and Drying Forum)
From contributor E:
There should be no liability if it was graded using visual grading rules. The lumber has to be stress tested and certified as to load stress limits. That was the rule when I was grading under SPIB grading rules. Visual grading makes no claims as to structural strength of the lumber.

From Professor Gene Wengert, forum technical advisor:
For a given grade, there are design values associated with that grade. As a general rule, the strength that is used for design is about 1/6 of the clear wood strength. Studies (Dr. Thomas McLain at Oregon State Univ. is a key person) have shown that there is a poor relationship between grade and strength. Therefore, a huge safety factor is included for the visual grades.

When building a house or other frame structure, if we do get a weak piece, it is very likely that the adjacent pieces will be stronger and help carry the load (called load sharing) along with the OSB or plywood. So, using visually graded lumber, a structure is tremendously over-designed, strength-wise. Further, the design of a floor using visually graded material is actually based on the deflection limits, which are the governing factor before the strength is. So that gives even more safety, strength-wise.

Of course, some argue that over-design is wasting wood. So, a trend is to test each individual piece of wood and come up with a good estimate of the actual strength and stiffness and then use these values to develop design values for a structure. This lumber is called MSR lumber (machine stress rated). In some countries, they also test the wood and then if they find a weak spot, they cut out the weak wood (like a knot) and glue the remaining pieces together (finger joint) and end up with a strong piece (which is tested again to be sure).

A lawyer will probably tell you that you can be sued for anything, but the key for having to pay is that it must be shown that you were negligent. However, as trials of this sort are very expensive ($300,000 minimum for each side), it is likely that there will be a settlement prior to trial. If you have insurance, your company will handle this aspect, as it is their money.

From contributor R:
One thing people have left out is that no grading agencies require 100% compliance with their grade rules. Usually 95-97% on-grade... This allows for a small number of errors to be made by graders, and I would think could possibly raise issues with the grading agency, but not the individual mill.

From Professor Gene Wengert, forum technical advisor:
The errors permitted are a total of all errors, including moisture, warp, knots, stain, etc... not all errors reduce strength.

From contributor D:
There was a board we had a tough time calling the grade on. Some called it a #3, others a #2. It technically made it as a 2. It broke at #1 design values. Typically when a board misses grade, it still doesn't drop below allowable strength values. At the sawbench you can often do more to boost grade. The ALSC, who oversees the various grading agencies, can probably answer the original question best.

From Professor Gene Wengert, forum technical advisor:
It is well to remember that 95% of the pieces of lumber in a grade will be stronger than the given value. This is because we use the 5% weakest piece to establish the strength. Hence, if you have a piece such as contributor D has, it would be common to see it break at a level for much higher grade... the average strength for a grade is higher than the 5% limit.

Would you like to add information to this article?
Interested in writing or submitting an article?
Have a question about this article?

Have you reviewed the related Knowledge Base areas below?
  • KnowledgeBase: Knowledge Base

  • KnowledgeBase: Primary Processing

  • KnowledgeBase: Primary Processing: Lumber Grading

    Would you like to add information to this article? ... Click Here

    If you have a question regarding a Knowledge Base article, your best chance at uncovering an answer is to search the entire Knowledge Base for related articles or to post your question at the appropriate WOODWEB Forum. Before posting your message, be sure to
    review our Forum Guidelines.

    Questions entered in the Knowledge Base Article comment form will not generate responses! A list of WOODWEB Forums can be found at WOODWEB's Site Map.

    When you post your question at the Forum, be sure to include references to the Knowledge Base article that inspired your question. The more information you provide with your question, the better your chances are of receiving responses.

    Return to beginning of article.

    Refer a Friend || Read This Important Information || Site Map || Privacy Policy || Site User Agreement

    Letters, questions or comments? E-Mail us and let us know what you think. Be sure to review our Frequently Asked Questions page.

    Contact us to discuss advertising or to report problems with this site.

    To report a problem, send an e-mail to our Webmaster

    Copyright © 1996-2018 - WOODWEB ® Inc.
    All rights reserved. No part of this publication may be reproduced in any manner without permission of the Editor.
    Review WOODWEB's Copyright Policy.

    The editors, writers, and staff at WOODWEB try to promote safe practices. What is safe for one woodworker under certain conditions may not be safe for others in different circumstances. Readers should undertake the use of materials and methods discussed at WOODWEB after considerate evaluation, and at their own risk.

    WOODWEB, Inc.
    335 Bedell Road
    Montrose, PA 18801

    Contact WOODWEB

  • WOODWEB - the leading resource for professional woodworkers

      Home » Knowledge Base » Knowledge Base Article