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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.
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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 |
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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
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| Spruce, Red |
12% |
25
|
| Spruce, Red, CANADA |
Green |
|
| Spruce, Red, CANADA |
12% |
|
| Spruce, Sitka |
Green |
24
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| Spruce, Sitka |
12% |
25
|
| Spruce, Sitka, CANADA |
Green |
|
| Spruce, Sitka, CANADA |
12% |
|
| Spruce, White |
Green |
22
|
| Spruce, White |
12% |
20
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| Spruce, White, CANADA |
Green |
|
| Spruce, White, CANADA |
12% |
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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 |
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|
(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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