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Ekki Strength and Toughness

EKKI is internationally recognized as being one of the strongest and toughest timbers available in large dimensions. EKKI is included in some European standards but not in Canadian standards.

The purpose of the three tables below is to illustrate the relative strength of EKKI hardwood and its closest North American/Canadian competitor for heavy-duty exterior applications, namely Douglas Fir.

The data in the tables below show that EKKI hardwood is much stronger, tougher and resistant to abrasion than Douglas Fir. Hence much less EKKI is required to do a given job and, in abrasive applications, it lasts much longer.

TABLE 1 shows the strength values of EKKI and #1 Douglas Fir as published in German DIN 1052 and Dutch standard NEN 3582. For comparative purposes, the values for #1 Douglas Fir as published in CSA 086-94 are also shown. Units are MPa.

 

DIN 1052

NEN 3582

CSA 086.1-94

 

EKKI

Douglas Fir

EKKI

Douglas Fir

Bending at fiber limit

25

13

25

15.8

Longitudinal shear

2

0.9

2

0.9

Compression | | grain

20

11

20

11

Compression ^ grain

8

2*

8

7.0*

Tension || grain

15

10.5

23

7

Torsion

2

1

-

-

Mod of elasticity

17000

10000

17000

12000

* The reason for the apparent disparity between these values is not known. The data in table 2 below suggest a ratio of about 5 in favor of the ekki hardwood.

Table 1, Strength values from various standards

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TABLE 2 shows the mean strength values of EKKI hardwood as in a paper published by the Imperial Institute of London. The values for Douglas Fir and Jack Pine are from "Strength and Related Properties of Woods Grown in Canada", Forintek, Ottawa, Published by Public Works and Government Services Canada, Catalogue no. FO64-21/1977. The units are inch-pounds.

 

EKKI

Douglas Fir

Jack Pine

Bending, fiber stress at elastic limit

13859

4,320

3,450

Bending, modulus of rupture

22,870

7,540

6,310

Bending, modulus of elasticity (x1000)

2,732

1,610

1,170

Bending, work to proportional limit

3.56

.66

.6

Bending to maximum load

33.50

7.1

7.1

Comp. || to grain, stress at prop. limit

8,470

2810

2010

Comp. || to grain, max crushing strength

10450

3610

2950

Comp. ^ to grain, stress at prop. limit

2420

460

335

Shear || to grain

2,493

922

822

Cleavage || to grain

605

216

188

Tension ^ to grain

1,555

407

354

Side grain hardness*

3,810

480

394

* Force to imbed .444" steel ball to half its diameter

Table 2, Strength data from tests

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Table 3 contains strength data of EKKI hardwood and Douglas Fir from "The Strength Properties of Timber" by The Princess Risborough Laboratory of the Building Research Establishment. Published by MTP Construction, St. Leonard's House, Lancaster, England.

  UNITS EKKI DOUGLAS FIR
Density, green Kg/m3

1314

673

Moisture content, green percent

40

41

Max bending strength, modulus of rupture N/mm2

123

54

Stiffness modulus of elasticity N/mm2

13900

10400

Energy to max load in bending mm N/mm2

.101

.059

Energy to fracture in bending mm N/mm2

.24

.164

Impact resistance, hammer drop  

1.4

.66

Max compressive strength | | grain N/mm2

68.4

25.9

Hardness, ^ grain N

12850

2140

Max shear strength | | grain N/mm2

16

7.2

Resistance to splitting N/mm width

See note

8.8

Table 3, Selected comparative strength data

NOTE. Based on the relative values for cleavage | | grain for Douglas fir and EKKI in table 2, the resistance to splitting of EKKI is estimated to be about 24.

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