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Reference Data

Strength Properties MOE & MOR

Modulus of elasticity (MOE, stiffness) and modulus of rupture (MOR, bending strength) for 60 timber species, at 12% moisture content. The two numbers structural engineers use to size beams, joists and posts.

Last updated: Reviewed by: Vriksai editorial team — timber trade professionalsEditorial policy
Revision history
  • — Site-wide audit — all tabulated values re-checked against listed sources
60Species listed
98Avg MOR (MPa)
213Strongest (African Blackwood)
23.0Stiffest MOE (Massaranduba)

MOE (modulus of elasticity) measures stiffness — how much a beam deflects under load, expressed in GPa. MOR (modulus of rupture) measures bending strength — the stress at which it finally breaks, in MPa. A stiff beam (high MOE) sags less; a strong beam (high MOR) carries more before failure. Both rise with density but grain and species structure also matter. Values are at 12% moisture content and represent published averages — actual figures vary with origin and growing conditions.

60 species
Species MOE (GPa) MOR (MPa) Specific Gravity Hardness
African BlackwoodDalbergia melanoxylon17.82130.98Medium
MassarandubaManilkara bidentata23.02050.85Medium
Ipe LapachoHandroanthus serratifolius22.01770.92Hard
CumaruDipteryx odorata22.51760.87Medium
WengeMillettia laurentii17.61470.80Medium
BangkiraiShorea laevis18.01420.85Medium
BalauShorea spp.18.01380.78Medium
Spotted GumCorymbia citriodora20.01370.85Medium
EbonyDiospyros ebenum16.01360.90Medium
GarapaApuleia leiocarpa16.51300.72Medium
Lignum VitaeGuaiacum officinale19.01301.05Hard
Silver BirchBetula pendula14.01200.61Medium
Indian RosewoodDalbergia latifolia11.61160.75Medium
Shisham SissooDalbergia sissoo11.61160.75Medium
MerbauIntsia bijuga15.41160.74Medium
Yellow BirchBetula alleghaniensis13.91140.62Medium
KeruingDipterocarpus spp.14.51130.69Medium
SalShorea robusta14.21120.74Medium
SapeleEntandrophragma cylindricum12.21120.62Medium
JarrahEucalyptus marginata13.01120.82Medium
Hard MapleAcer saccharum12.61090.63Medium
European OakQuercus robur12.01050.67Medium
European BeechFagus sylvatica14.31050.68Medium
White AshFraxinus americana12.01030.60Medium
Black WalnutJuglans nigra11.61010.55Medium
TeakTectona grandis10.71000.55Medium
Burma Teak Premium GradeTectona grandis10.71000.66Medium
Bamboo Structural EngineeredBambusa / Dendrocalamus spp.10.01000.60Medium
Southern Yellow PinePinus spp. (P. palustris, P. taeda)12.31000.51Medium
ThermoWood Birch Thermo-DBetula pubescens12.0950.62Medium
European LarchLarix decidua13.8930.55Medium
ThermoWood Ash Thermo-DFraxinus excelsior11.5900.66Medium
IrokoMilicia excelsa10.1860.55Medium
Douglas FirPseudotsuga menziesii13.4850.48Medium
American CherryPrunus serotina10.3850.50Medium
Scots PinePinus sylvestris10.1830.49Medium
Meranti Red LauanShorea spp.10.6790.52Medium
African MahoganyKhaya ivorensis9.7790.52Medium
NeemAzadirachta indica7.8780.68Medium
Thermally Modified OakQuercus robur11.0780.68Medium
Thermally Modified Siberian LarchLarix sibirica11.5780.59Medium
Western HemlockTsuga heterophylla11.3780.45Medium
Mango WoodMangifera indica8.8750.51Medium
Thermally Modified LarchLarix decidua11.0750.55Medium
Hem-FirTsuga / Abies spp.11.0750.45Soft
Hinoki CypressChamaecyparis obtusa9.0750.42Soft
Rubber WoodHevea brasiliensis9.1660.55Soft
Norway SprucePicea abies10.7660.43Soft
ThermoWood Pine Thermo-DPinus sylvestris9.5650.48Soft
Deodar CedarCedrus deodara8.5640.48Medium
Kail Blue PinePinus wallichiana8.6640.45Soft
Spruce-Pine-Fir SPFPicea / Pinus / Abies spp.9.5630.42Medium
ThermoWood Radiata Pine Thermo-DPinus radiata9.0620.50Medium
Sweet ChestnutCastanea sativa8.5620.56Medium
Sugi Japanese CedarCryptomeria japonica7.4620.38Soft
ThermoWood Spruce Thermo-DPicea abies9.0600.45Medium
Accoya Acetylated Radiata PinePinus radiata8.5600.51Medium
Western Red CedarThuja plicata7.7520.32Soft
Thermally Modified Western Red CedarThuja plicata7.5450.38Medium
PaulowniaPaulownia tomentosa4.6380.28Medium
Using these numbers: For floor joists and beams where sag matters, compare MOE — softwoods like spruce (~10 GPa) deflect more than dense tropicals (20+ GPa). For ultimate load capacity, compare MOR — most softwoods sit at 60–100 MPa, temperate hardwoods 100–120 MPa, and dense tropicals 130–210 MPa. Engineered design must apply safety factors and the relevant code (IS 883, Eurocode 5, NDS); these clear-wood averages are for comparison, not direct design stress.

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Common questions

What do MOR and MOE mean in simple words?

MOR is the load at which a piece of wood breaks when you bend it. MOE is how much it bends before that — stiff woods have a high MOE. Breaking strength and stiffness are two different things.

Can I use these numbers to size a beam?

They are a good starting point, but they come from small, clear test pieces with no knots. Real timber has defects, so building codes apply safety factors. For anything structural, have an engineer confirm the sizes.

Why is the same species sometimes stronger or weaker?

Trees are not machines. Growing conditions, age, grain direction and drying all change the numbers. The values here are averages from published testing, so treat them as typical, not guaranteed.