Today's
Sponsors:


Finish Systems

Firth Maple Products

FORDAQ

FormWood Industries

Freeborn Tool Company

Fuhr International

Fuji Spray

Gabbiani Machine

Gary M. Katz

Global Hardwood Flooring

Glue Machinery Corporation

Goby Walnut Products

Graco, Inc.

Granite Road

Grayson Ferguson Woodworking Inc.

Great Lakes Kiln Drying Association

GreCon

GUHDO

Hanson and Leja Lumber Company

Hardwood Council

Hardwood Store of N.C. Inc.

Heartwoods, LLC

Her-Saf

Hermance Machine Company

High Point Grinding - Total Saw Solutions

Historical Plus Wood

CNCROUTERSTORE.com

CNT Motion Systems

Colonial Saw

Construction Programs and Results

Cook's Saw Mfg.

COOLwoodworkingstuff.com

Country Saw & Knife, Inc.

Courmatt International Inc.

CP Adhesives

CSH Custom Service Hardware Inc.

CTS Manufacturing Inc.

CustomMade.com

Cutlist Plus

D.S. Brown Machinery

Dancer Lumber

Delle Vedove USA, Inc.

Delmac Machinery Group

Delta

Denray Machine

DeVilbiss

Dispoz-A-Blade

Diversi-Tech

DMC

DODDS

Don Hall & Associates

Donald Dean and Sons

Durable Wood Products

E.W. Tooling Inc.

Eagle Machinery and Repair Co.

ECabinet Systems

Edge-It Edgebanding

Edwards Wood Products

Electrophysics

Elias Woodwork & Manufacturing

Elkom North America

Emerald Hardwood Floors

Endeavor Hardwoods

EnRoute WOOD

ETemplate Digital Measuring

ETK International

EX-FACTORY

Excel Dowel and Wood Products Inc.

Extrema Machinery

ez-Router

FastCap




Cottonwood: O.K. for rafters?       Is cottonwood appropriate for the structural parts of a building? January 31, 2001

Q.
I have four huge cottonwood logs. I would like to cut 2 x 8's out of them for the rafters for my new mill shed. Any comments about the durability and other properties of this wood?

Forum Responses
I have seen farm outbuildings a hundred years old framed with cottonwood in outstanding condition, but moisture does tear it up.



Cottonwood will work well for rafters as long as you have good ventilation to keep the humidity and moisture down. Moisture will degrade the cottonwood quickly. As a builder, I have seen several homes where cottonwood was used for floor joists over a damp crawlspace and the wood suffered severe damage and was weak and sagging.


Check your building code too. I very much doubt P. Trichocarpa will be allowed for rafters.


When looking at a species, you can compare the clear wood values published in the WOOD HANDBOOK or other sources. However, when considering the clear wood values and then relating them to lumber properties, there is another problem or technical gap. In softwoods, the knots are typically very small and often are tightly held within the wood structure. For some hardwoods (like cottonwood), knots can be very large and the cross-grain (weakness personified!) extend for a much large area. So, hardwoods often are much weaker than softwoods in-use, even though the appearance and clear wood values are similar.

Cottonwood should not be used for roof structures. I encourage you not to be too confident with its strength. This is especially true if the structure will be a dwelling. The building and insurance people are also important, as previously mentioned.

Gene Wengert, forum technical advisor



Another concern with cottonwood is its poor nail holding ability, particularly when it is used before it has dried to its equilibrium moisture content. My son has a metal-sided shed where cottonwood was used for roof purlins, and the roof nails have all loosened, most likely because of thermal expansion and contraction, resulting in a leak at every nail.


According to a list I have from Wood-mizer of the uses for different types of wood, cottonwood could be used for studding, roof decking, and wall sheathing. No mention of it being used for anything structural. Whether the wood is wet or dry, if you don't keep the humidity and moisture completely away, it will weaken. You won't know how the structure has turned out for a few years, when the wood has degraded and weakened. I would reconsider using it structurally.

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: Lumber and Plywood

  • KnowledgeBase: Primary Processing: General

  • KnowledgeBase: Wood Engineering

  • KnowledgeBase: Wood Engineering: General

  • KnowledgeBase: Wood Engineering: Wood Properties

  • KnowledgeBase: Knowledge Base




    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 © 1996-2009 - 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.
    RR4 Box 265A
    Montrose, PA 18801

    Contact WOODWEB













  •   Home » Knowledge Base » Knowledge Base Article