Wood Stringer Material Property Data

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Surfboard Stringer Material Properties

Surfboard stringers are commonly made from wood.  Common stringer woods are basswood, balsa, and others. Stringer design, including the size of the stringer, the number of stringers, and the choice of materials is quite variable. This discussion won't cover all of the possibilities of stringer design considerations, but will only discuss the behavior of the wood material.  

The basic construction of a surfboard uses the stringer as a primary beam, similar to the vertical member of an "I" beam.  The stringer helps to transfer the bending load of the board between the upper and lower surfaces of the board composite.  That is a complicated way of saying that the stringer acts like a stiffening component of the board.  If you have tried to bend a piece of wood, it is normal for the wood to flex more easily in some directions.  The stringer is oriented to be "hard" to bend or to be stiff.  This is the same principal used in the design of structural "I" beams.  

Wood has rather unusual properties in comparison to other materials like plastics and metals.  Some of the various properties of wood will be discussed and some data will be provided to compare various types of woods.  The properties to be covered are: Density, Modulus of Rupture, and the Modulus of Elasticity.

Almost there, but a few more comments on wood properties is useful.  I will try to add more info on this later, but wood properties are fairly variable based on many factors such as the moisture content of the wood.  Wood that is fresh cut is called "green". Most wood is aged and the moisture content of the wood then changes.  Most wood properties are very dependent on the moisture content of the wood and much data is available for "green" wood and "12%" moisture content wood.  In general, the 12% value is a standard moisture content of most commercially sold woods.  However, the ACTUAL moisture content of the wood you may use will vary based on your supplier, how they stored it, how old it is, how well they controlled the aging, how you store it, if it gets exposed to high or low humidity etc...   Most of this is essentially impossible to control, so the end results is that the moisture content of any particular wood will vary and the wood properties will also vary.  Other factors which also affect wood properties are: grain direction, defects (knots, insect damage, cracks, etc...), local of forest, and numerous other factors.

This page has been re-organized because the content has gotton too large.  Each of the various wood properties is grouped in a section.  The list below provides links down the page to each section.  All of the data on this page is from the US Department of Agriculture, report FPL-GTR-113, Forest Products Laboratory.  

 

Density - The density is the mass of a substance divided by its volume.  Denser materials weigh more for the same given volume.  For example, steel is denser that styrofoam.  Density is often defined in various units, such as pounds per cubic foot, kilograms per cubic meter and others.  Another way to define density is called the specific gravity.  This is the ratio of the density of the material in comparison to that of water.  A specific gravity of 0.1 indicates that the density of the material is 0.1 times the density of water.  Irrespective of the units, materials with higher densities weigh more for same given volume.  In regards to a stringer, for the same stringer size, a more dense material will weigh more.  The wood properties included in this section have units of density as specific gravity.  

The table shows the referenced data sorted in order of increasing density.  The lightest woods are first and as the list proceeds the wood gets more dense.  The general trend of this data is that most woods have a specific gravity of 0.3 to 0.6 which is a factor of 2.  Balsa is half again the lowest at about 0.16.  

Wood Name Moisture content Specific Gravity
Balsa (Ochroma pyramidale) Green 0.160
Cedar, Northern White Green 0.290
Cedar, Northern white, CANADA Green 0.300
Cedar, Atlantic white Green 0.310
Cedar, Northern White 12% 0.310
Cedar, Western red cedar Green 0.310
Cedar, Western red cedar, CANADA Green 0.310
Basswood, American Green 0.320
Cedar, Atlantic white 12% 0.320
Cedar, Western red cedar 12% 0.320
Spruce, Engelmann Green 0.330
Spruce, White Green 0.330
Pine, Eastern white Green 0.340
Pine, Sugar Green 0.340
Redwood, young-growth Green 0.340
Cedar, Incense Green 0.350
Pine, Eastern white 12% 0.350
Pine, Western white Green 0.350
Redwood, young-growth 12% 0.350
Spruce, Engelmann 12% 0.350
Spruce, Sitka, CANADA Green 0.350
Spruce, White, CANADA Green 0.350
Willow, Black Green 0.360
Pine, Eastern white, CANADA Green 0.360
Pine, Sugar 12% 0.360
Pine, Western white, CANADA Green 0.360
Spruce, White 12% 0.360
Basswood, American 12% 0.370
Cedar, Incense 12% 0.370
Spruce, Red Green 0.370
Spruce, Sitka Green 0.370
Pine, Lodgepole Green 0.380
Pine, Ponderosa Green 0.380
Pine, Western white 12% 0.380
Redwood, old-growth Green 0.380
Spruce, Black Green 0.380
Spruce, Engelmann, CANADA Green 0.380
Spruce, Red, CANADA Green 0.380
Willow, Black 12% 0.390
Cedar, Port-Orford Green 0.390
Pine, Red, CANADA Green 0.390
Pine, Jack Green 0.400
Pine, Lodgepole, CANADA Green 0.400
Pine, Ponderosa 12% 0.400
Redwood, old-growth 12% 0.400
Spruce, Red 12% 0.400
Spruce, Sitka 12% 0.400
Pine, Lodgepole 12% 0.410
Pine, Red Green 0.410
Pine, Spruce Green 0.410
Spruce, Black, CANADA Green 0.410
Cedar, Yellow Green 0.420
Cedar, Yellow, CANADA Green 0.420
Pine, Jack, CANADA Green 0.420
Spruce, Black 12% 0.420
Cedar, Port-Orford 12% 0.430
Pine, Jack 12% 0.430
Cedar, Eastern red cedar Green 0.440
Cedar, Yellow 12% 0.440
Pine, Spruce 12% 0.440
Pine, Virginia Green 0.450
Pine, Red 12% 0.460
Pine, Sand Green 0.460
Cedar, Eastern red cedar 12% 0.470
Pine, Loblolly Green 0.470
Pine, Pitch Green 0.470
Pine, Shortleaf Green 0.470
Pine, Sand 12% 0.480
Pine, Virginia 12% 0.480
Pine, Loblolly 12% 0.510
Pine, Pond Green 0.510
Pine, Shortleaf 12% 0.510
Pine, Pitch 12% 0.520
Pine, Slash Green 0.540
Pine, Longleaf Green 0.554
Beech, American Green 0.560
Pine, Pond 12% 0.560
Pine, Longleaf 12% 0.590
Pine, Slash 12% 0.590
Beech, American 12% 0.640
Table 1 - Specific Gravity of Various Woods

Impact Bending - This is a standard test where a specific weight is dropped on a beam at varying heights until the beam fails or bends excessively (greater than 6 inches).  This test helps describe the ability of a specific wood to absorb severe shocks.  Larger values are greater height for failure, so larger is stronger. 

Wood Name

Moisture content

Impact Bending

inches

Balsa (Ochroma pyramidale) Green

 

Balsa (Ochroma pyramidale) 12%

 

Basswood, American Green

16

Basswood, American 12%

16

Beech, American Green

43

Beech, American 12%

41

Willow, Black Green

 

Willow, Black 12%

 

Cedar, Atlantic white Green

18

Cedar, Atlantic white 12%

13

Cedar, Eastern red cedar Green

35

Cedar, Eastern red cedar 12%

22

Cedar, Incense Green

17

Cedar, Incense 12%

17

Cedar, Northern White Green

15

Cedar, Northern White 12%

12

Cedar, Northern white, CANADA Green

 

Cedar, Northern white, CANADA 12%

 

Cedar, Port-Orford Green

21

Cedar, Port-Orford 12%

28

Cedar, Western red cedar Green

17

Cedar, Western red cedar 12%

17

Cedar, Western red cedar, CANADA Green

 

Cedar, Western red cedar, CANADA 12%

 

Cedar, Yellow Green

27

Cedar, Yellow 12%

29

Cedar, Yellow, CANADA Green

 

Cedar, Yellow, CANADA 12%

 

Pine, Eastern white Green

17

Pine, Eastern white 12%

18

Pine, Eastern white, CANADA Green

 

Pine, Eastern white, CANADA 12%

 

Pine, Jack Green

26

Pine, Jack 12%

27

Pine, Jack, CANADA Green

 

Pine, Jack, CANADA 12%

 

Pine, Loblolly Green

30

Pine, Loblolly 12%

30

Pine, Lodgepole Green

20

Pine, Lodgepole 12%

20

Pine, Lodgepole, CANADA Green

 

Pine, Lodgepole, CANADA 12%

 

Pine, Longleaf Green

35

Pine, Longleaf 12%

34

Pine, Pitch Green

 

Pine, Pitch 12%

 

Pine, Pond Green

 

Pine, Pond 12%

 

Pine, Ponderosa Green

21

Pine, Ponderosa 12%

19

Pine, Red Green

26

Pine, Red 12%

26

Pine, Red, CANADA Green

 

Pine, Red, CANADA 12%

 

Pine, Sand Green

 

Pine, Sand 12%

 

Pine, Shortleaf Green

30

Pine, Shortleaf 12%

33

Pine, Slash Green

 

Pine, Slash 12%

 

Pine, Spruce Green

 

Pine, Spruce 12%

 

Pine, Sugar Green

17

Pine, Sugar 12%

18

Pine, Virginia Green

34

Pine, Virginia 12%

32

Pine, Western white Green

19

Pine, Western white 12%

23

Pine, Western white, CANADA Green

 

Pine, Western white, CANADA 12%

 

Redwood, old-growth Green

21

Redwood, old-growth 12%

19

Redwood, young-growth Green

16

Redwood, young-growth 12%

15

Spruce, Black Green

24

Spruce, Black 12%

23

Spruce, Black, CANADA Green

 

Spruce, Black, CANADA 12%

 

Spruce, Engelmann Green

16

Spruce, Engelmann 12%

18

Spruce, Engelmann, CANADA Green

 

Spruce, Engelmann, CANADA 12%

 

Spruce, Red Green

18

Spruce, Red 12%

25

Spruce, Red, CANADA Green

 

Spruce, Red, CANADA 12%

 

Spruce, Sitka Green

24

Spruce, Sitka 12%

25

Spruce, Sitka, CANADA Green

 

Spruce, Sitka, CANADA 12%

 

Spruce, White Green

22

Spruce, White 12%

20

Spruce, White, CANADA Green

 

Spruce, White, CANADA 12%

 

 

Modulus of Elasticity - This parameter helps define how "stiff" a material is.  Materials which are very stiff would have a large Modulus of Elasticity.  Steel have a much high Modulus of Elasticity than wood, so for the same dimensions, a part made from steel will be much stiffer than one made from wood.  In terms of whether stiff is desirable, this is not necessarily clear.  A very stiff material is often also very strong, so a stiff material may be better for strength.  For some structures, failures can be mitigated if the structure bends a little, so some flexure may be desirable.  In the composite structure of a surfboard, the flexure of the board can also create undesirable loads on the composite sheets covering the foam core, so a stiff stringer could reduce overall flexure of the board and thereby reduce deflections of the glassing thereby reducing the tendency of the glassing to fail.  OR to help make it more confusing, functionally one may WANT the board to flex slightly for a specific board handling behavior, in which case the actual flexure is some specific value, not to loose, not too stiff.  The desired stiffness of a wood material is therefore less easy to define as good or bad, but it is highly likely to vary from wood to wood.  For at least uniformity of stiffness, it would be good to understand how this parameter varies.  In general, higher values of the Modulus of Elasticity means a material which is stiffer.

The data table shows the variation in Modulus of Elasticity from the most compliant to the stiffest.  One sees a range of 0.5 to 2.0 (in units of millions of psi) or a range of 4 times.  Again, there is a trend for moisture content where aged 12% moisture wood is stiffer than green wood.  

The associated graph shows the Modulus of Elasticity versus wood density with the same groupings for green and aged wood.  The data scatter is more severe but a simple trend of denser wood is more stiff and aging increases stiffness is seen.  

Wood Name Moisture content Modulus of Elasticity
(X 10E6 psi)
Balsa (Ochroma pyramidale) 12% 0.49
Cedar, Northern white, CANADA Green 0.52
Cedar, Northern white, CANADA 12% 0.63
Cedar, Northern White Green 0.64
Cedar, Eastern red cedar Green 0.65
Cedar, Atlantic white Green 0.75
Willow, Black Green 0.79
Cedar, Northern White 12% 0.80
Cedar, Incense Green 0.84
Cedar, Eastern red cedar 12% 0.88
Cedar, Atlantic white 12% 0.93
Cedar, Western red cedar Green 0.94
Redwood, young-growth Green 0.96
Pine, Eastern white Green 0.99
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