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Deck Design Considerations

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Consultation with our experts prior to the design process saves time and money.

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Exo Dek team members are skilled to assist in the design process at all stages.

Design Tools

Our decking calculator is a valuable tool to be used to estimate needed board feet of your design.

Hardwood Decking Wood Comparison Charts

Stiffness: Resistance to Bending

Cambara 1640 psi
Meranti 1770 psi
Batu 2,500 psi
California Redwood 1220 psi
Western Red Cedar 1110 psi

Stiffness Chart

Modulus of Elasticity (MOE) Ratings for Various Species of Wood (1000 psi or Kspi)

 

Modulus of elasticity ratings are derived from the stiffness or resistance to bending of the particular wood species. These ratings pertain to longitudinal modulus of elasticity, not tangential or radial ratings.(1)

 

(1) The Wood Handbook – Wood as an engineering material, USDA, General Technical Report 113.

Strength: Resistance to Breaking

Cambara 12,800 psi
Meranti 12,700 psi
Batu 18,400 psi
California Redwood 8,950 psi
Western Red Cedar 7,500 psi

Strength Chart

Modulus of Rupture (MOR) Ratings for Various Species of Wood (1000 psi or Kspi)

 

The modulus of rupture is a measure of the maximum load carrying capacity of a given species in bending strength and is proportional to the breaking point or maximum strength as borne by the specimen.(1)

 

(1) The Wood Handbook – Wood as an engineering material, USDA, General Technical Report 113.

Density: Measured at 12% Moisture

Cambara 650 KG/m3
Meranti 730 KG/m3
Batu 850 KG/m3
California Redwood 450 KG/m3
Western Red Cedar 410 KG/m3

Density Chart

Density Ratings for Various Species of Wood (KG/ Cubic Meter)

 

A wood product’s weight is determined by combining the density of the basic wood structure with the material’s moisture content. The density of wood, exclusive of water, varies a great deal within and between species. Density variations within a particular species of approximately 10% should be considered normal. A wood’s weight is always partially contingent on its moisture content, so moisture should always be taken into consideration. The figures left represent the density at approximately 12% moisture content.(1)

 

(1) The Wood Handbook – Wood as an engineering material, USDA, General Technical Report 113.

Hardness: Resistance to Indentation (Janka), Side Hardness

Cambara 860 lbs
Meranti 780 lbs
Batu 2,100 lbs
California Redwood 450 lbs
Western Red Cedar 350 lbs

Hardness Chart

Janka Hardness Ratings for Various Wood Species

 

The industry standard method for determining the hardness of wood products is called the Janka hardness test. Janka hardness of a given wood species is defined by a resistance to indentation test as measured by the load (pounds of pressure) required to embed a 11.28mm or 0.444″ diameter ball to one-half its diameter into the wood. The Janka values presented are the average of penetrations on both flat grain or plain sawn and vertical grain or quartersawn boards.

 

(1) The Wood Handbook – Wood as an engineering material, USDA, General Technical Report 113.

Radial Shrinkage from Green to Dry, Perpendicular to Growth Rings

Cambara 4.2%
Meranti 3.4%
Batu 4.8%
California Redwood 2.2%
Western Red Cedar 2.4%

Radial Shrinkage Chart

Radial Shrinkage Ratings for Various Wood Species

Tangential Shrinkage from Green to Dry, Parallel to Growth Rings

Cambara 9.1%
Meranti 6.6%
Batu 8.8%
California Redwood 4.7%
Western Red Cedar 5.0%

Tangential Shrinkage Chart

Tangential Shrinkage Ratings for Various Wood Species