In the simplest terms, the modulus of elasticity (MOE) measures a wood’s stiffness, and is a good overall indicator of its strength.

Technically it’s a measurement of the ratio of stress placed upon the wood compared to the strain (deformation) that the wood exhibits along its length. MOE is expressed in pounds-force per square inch (lb_{f}/in^{2}) or gigapaschals (GPa). This number is given for wood that has been dried to a 12% moisture content, unless otherwise noted.

In practical terms, the number itself isn’t all that meaningful, but it becomes useful to use in comparison with other woods. For instance, Hickory is known to have excellent strength properties among domestic species in the US, and has a MOE of 2,160,000 lb_{f}/in^{2} (14.90 GPa). In comparison, Red Oak is another well-known wood used in cabinetry and furniture, and has a MOE of 1,820,000 lb_{f}/in^{2 }(12.50 GPa).

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1. I’m curious what sources you use for the modulus of elasticity? 2. From your diagram, it appears you are actually talking about the flexural modulus, which may or may not be equivalent to the tensile modulus or the compressive modulus, depending on the material. For wood, I don’t know if they are the same or different. Perhaps you do? https://en.wikipedia.org/wiki/Flexural_modulus I think the flexural modulus also depends on the orientation of the grain, radial or tangential, to the force. For example, a quater-sawn guitar neck is much stiffer then one made from plain-sawn wood. Perhaps you could specify which… Read more »

As we all know, Wood is anisotropic, therefore strength is highly dependent on relative direction of the grain.

Use MOE with caution and keep in mind that Wood is stronger along the grain than across it.

Vastly more resources would need to be put into wood research in order to make a moderately accurate information data base of wood rigidity among the many variables found in nature. I go with generalities and overdesign.

How can I buy your WOOD book. I have searched Amazon for book entitled WOOD and no luck?

This page has a link to buy the book: https://www.wood-database.com/book/

The thing that folks miss here is that in using Youngs modulus with say metals the general assumption is that it is the same in tensile stress as in compressive stress. With wood this is definitely not the case. So in a wooden beam under load the modulus on the tension side of the beam is not the same as in the compression side. Hence difficult to analyse.

There are at least 2 reasons there are different published values for E for the same named wood and neither has to do with compression or tension of the wood fibers. 1. The Modulus of Elasticity published in many texts in the past was based on bending tests instead of opposing shear forces used in modern testing procedures. The bending test didn’t consider or compute either tension or compression in determining the value for E. The formula used the applied force, the span, the moment of inertia, and the deflection in a formula that is available in many older texts… Read more »

This article says red oak “has a MOE of 1,820,000 lbf/in2 (12.50 GPa)”, but looking at the database page for red oak I find, “Elastic Modulus: 1,761,000 lbf/in2 (12.14 GPa)”

Why the discrepancy?

The short answer is that I use the average of as many credible sources of data that I can find, and when this article was written, I was quoting from only one source, while the page on red oak has since been updated to reflect the most recent (averaged) data.

You can hear a little bit more of my rationale in determining values to list on the website in this longer video: https://www.youtube.com/watch?v=IfXW9Tw-3O0

1.76 and 1.82 is not a discrepancy. Those are good values to use. Woods actually vary a lot more than that. It is not like you are testing a mill run of SAE 1035 steel, or something. Wood varies in the same species by geographical location. It also varies by altitude in the same location. Scots pines at sea level to 500 feet are soft and weak. If you go a mile on up that same hill to 2,500 to 3,000 feet, it is 50% more dense than the sea level wood, whether green or oven dried to the same… Read more »

“1.76 and 1.82 is not a discrepancy.”

Actually, it is a discrepancy. Perhaps you meant to say it is not a large difference. If so, I would agree with that. But it is most definitely a discrepancy in the database. Even 1.80 and 1.81 would be a discrepancy. A reference should not give different values for the same thing. Now, if the reference had quoted a range (the same range both times), that would be fine. But giving two different numbers for the same thing is a discrepancy.

Hang a weight from steel wire; say 1 pound. This weight acts under gravity to deform this wire along its length. The force is pure Tensile Force. intial length divided by change length gives strain. Young’s mod is then calculated based on the force (weight times acceleration due to gravity) and area of the wire. It can be clearly seen in the above woods database diagram, that a system of compression and tension is happening. The true lengthwise deformation would be given by Pythagoras. If the E value is to have any meaning, it would also mean that if we… Read more »

There is huge confusion in calculating MOE in Plywood please help us is there is any other method to calculate the said parameter Unit= N/mm2

Awesome information and nice with everyone sharing comments trying to explain the modulus of elasticity. It makes it possible to read different explanations. This page is and will help me through my woodscience course. 5/5 Pine cones.

MOE is the ration between the stress and the (non-dimensional) relative elongation. If this ratio is 1/1000 (the material lengthens or shortens 1 mm for each meter), then the ratio gives 1000 more that stress, in the same units as yield or crush limit MOR.

Hello

I am attempting to calculate whether a particular timber section (say C16 grade) will be strong enough, i.e. will not snap, under the wind load, and also the deflection at its tip. Can anyone help me with the formulae? i can work out the wind force and the bending moment at the posts base, just not how to determine its strength etc. i can do the maths once I know the formulae

I think you’d find that wood does bend easily given the same dimensions of steel. Try finding some rebar and a wooden dowel of the same diameter and length and compare the two.

Modulus elasticity is the ratio of stress to strain of a material in deflection (say in a beam) and is sometimes called ‘Young’s modulus’.

The higher the values of Young’s modulus the better.

Units: The units are ‘Pascals’ after the late French physicist – Blaise Pascal.

And GigaPascals (GPa) are often used. For example: The Modulus elacticity of Steel is 200GPa, and some softwood timbers are around 7GPa.

Steven McColl

Structural Engineer.

“better”

I presume this means better for structural engineering?

Higher value means more stiffness – which is not necessarily better for instrument making, probably archery and whatnot if the wood needs to bend a lot.

I understand it much better now, thanks for taking the time to explain it :)

Hey, I have a question about MOR and MOE. How can it be that the MOE > MOR in some woods? How can there be less force required to break something rather than bend it?

As I understand it, comparing MOE and MOR is like comparing apples and oranges: they’re really completely different types of measurements. (A fair comparison might be to compare MOR with Crushing Strength.) MOR and crushing strength are simple measurements of the wood until failure occurs. Basically, how much force did it require to break the wood of a given size (usually standardized sizes are used). MOE is a completely different animal in that it is a RATIO of two different measurements. It’s not only the force (stress) put on the wood, but also the amount that the wood has bent… Read more »