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CORROSION INFORMATION

Corrosion Information for Anchoring & Fastening Products

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Understanding the Issues
General Simpson Recommendations
Guidlines for Selecting...
Chart

ALSO SEE:

Pressure-Treated Wood FAQs

Also please see our technical bulletin Preservative Treated Wood (T-PTWOOD08-R)


UNDERSTANDING THE ISSUES

Metal anchors and fasteners will corrode and may lose load-carrying capacity when installed in corrosive environments or exposed to corrosive materials. There are many environments and materials which may cause corrosion including ocean salt air, fire-retardants, fumes, fertilizers, preservative-treated timber, dissimilar metals, and other corrosive elements.

The many variables present in a single building environment make it impossible to accurately predict if, or when, significant corrosion will begin or reach a critical level. This relative uncertainty makes it crucial that specifiers and users be knowledgeable of the potential risks and select a product coating or metal suitable for the intended use. It is also important that regular maintenance and periodic inspections are performed, especially for outdoor applications.

It is common to see some corrosion on anchors and fasteners especially in outdoor applications. Even stainless steel can corrode. The presence of some corrosion does not mean that load capacity has necessarily been affected or that a failure will occur. If significant corrosion is apparent or suspected, then the timber, anchors and fasteners should be inspected by a professional engineer or general contractor and may need to be replaced.

In the last several years, preservative-treated timber formulations have changed significantly. Many of the new formulations are more corrosive to steel anchors and fasteners than the traditionally used formulation of CCA-C. Simpson Strong-Tie testing has shown that ACQ-C, ACQ-D (Carbonate), CBA-A and CA-B treated timbers are approximately 2 times more corrosive than CCA-C, while SBX-DOT (Sodium Borate) treated timbers were shown to be less corrosive than CCA-C. (See Technical Bulletin T-PTWOOD08 for details).

Due to the many different preservative-treatment formulations, fluctuating retention levels, moisture content, and because the formulations may vary regionally, or change without warning, understanding which anchors and fasteners to use with these materials has become a complex task. We have attempted to provide basic knowledge on the subject here, but it is important to fully educate yourself by reviewing our technical bulletins on the topic, and also by viewing information and literature provided by others. Additionally, because the issue is evolving, it is important to get the very latest anchor and fastener information on the topic by visiting this web page.

Stainless steel is always the most effective solution to corrosion risk. However, it is also more expensive and sometimes more difficult to obtain. To best serve our customers, Simpson Strong-Tie is evaluating the options to identify the safest and most cost-effective solutions. Based on our testing and experience there are some specific applications that are appropriate for hot-dip galvanised (HDG), mechanically galvanised (MG) or electroplated anchors (see chart below).

Because increased corrosion from some newer preservative-treated timber is a new issue with little historical data, we have to base our recommendations on the testing and experience we have to date. It is possible that as we learn more, our recommendations may change, but these recommendations are based on the best information we have at this time.

 

top GENERAL SIMPSON STRONG-TIE RECOMMENDATIONS

Due to the many variables involved, Simpson Strong-Tie cannot provide estimates on service life of anchors or fasteners. We suggest that all users and specifiers also obtain recommendations for HDG, MG, or other coatings from the treated-timber supplier for the type of timber used. However, as long as Simpson Strong-Tie recommendations are followed, Simpson Strong-Tie stands behind its product performance and the standard limited warranty applies.


top GUIDELINES FOR SELECTING THE PROPER ANCHOR OR FASTENER

  1. Evaluate the Application.
    Consider the type of structure and how it will be used. These recommendations may not apply to non-structural applications such as fences.
  2. Evaluate the Environment.
    Testing and experience indicate that indoor dry environments are less corrosive than outdoor environments. Determining the type of environment where an anchor or fastener will be used is an important factor in selecting the most appropriate material and finish for use on the anchors and fasteners. To help in your decision making, consider the following general exposure information:
    • Interior Dry Use: Includes wall and ceiling cavities, and raised floor applications of enclosed buildings that have been designed to ensure that condensation and other sources of moisture do not develop.
    • Exterior - Dry: Includes outdoor installations in low-rainfall environments and no regular exposure to moisture.
    • Exterior - Wet: Includes outdoor installations in higher moisture and rainfall environments.
    • Higher Exposure Use: Includes exposure to ocean-salt air, large bodies of water, fumes, fertilizers, soil, some preservative-treated timbers, industrial zones, acid rain, and other corrosive elements.
  3. Evaluate and select a suitable preservative-treated wood for the intended application and environment.
    The treated-timber supplier should provide all the information needed regarding the timber being used. This information should include: the specific type of timber treatment used, if ammonia was used in the treatment, and the chemical retention level. If the needed information is not provided then Simpson Strong-Tie would recommend the use of stainless-steel anchors and fasteners. You should also ask the treated timber supplier for an anchor or fastener coating or material recommendation.
  4. Use the chart below, which was created based on Simpson Strong-Tie testing and experience to select the anchor or fastener finish or material.
    If a preservative-treated timber product is not identified on the chart, Simpson Strong-Tie has not evaluated test results regarding such product and therefore cannot make any recommendation other than the use of stainless steel with that product. Manufacturers may independently provide test results or other product use information; Simpson Strong-Tie expresses no opinion regarding any such information.
  5. Compare the treated timber supplier's recommendation with the Simpson Strong-Tie recommendation.
    If these recommendations are different, Simpson Strong-Tie recommends that the most conservative recommendation be followed.

top CHART

 

Low = Use Simpson Strong-Tie® zinc plated anchors or fasteners as a minimum.

Med = Use MG (ASTM B695, Class 55), HDG or Type 410 stainless steel as a minimum.

High = Use Type 304 or 316 Stainless Steel anchors and fasteners as a minimum.

Coating Recommendation
  1. Timbers with actual retention levels greater than 0.40 pcf for ACQ and MCQ, 0.41 pcf for CBA-A, or 0.21 pcf for CA-B (Ground Contact level).
  2. Borate treated timbers are not appropriate for outdoor use.
  3. Test results indicate that MG/HDG will perform adequately, subject to regular maintenance and periodic inspection. However, the test method used is an accelerated test, so data over an extended period of time is not available. If uncertain, use 304 or 316 stainless steel.
  4. Some treated timber may have excess surface chemicals making it potentially more corrosive. If you suspect this or are uncertain, use 304 or 316 stainless steel.
  5. Mechanically-galvanised Titen HD® anchors are only recommended for temporary exterior applications.


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