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From [Institution name]

Table 2.1 Specifications of the Product

Product

Outside Diameter

Helix Diameter × Thickness

Pile Type

in.

mm

in.

mm

G10/M2

3.0

76.2

10 × 0.375

254 × 9.5

Table 3.1 Allowable Compressive and Tensile Loads for the M2 Pile in Cohesive and Cohesion-less Soils

Applied Torque

Allowable Loads Compression

Allowable Loads Tension

ft-lbs

kN-m

lbs

kN

lbs

kN

250

0.3

686

3.1

583

2.6

500

0.7

1 372

6.1

1 166

5.2

750

1.0

2 057

9.2

1 748

7.8

1 000

1.4

2 743

12.2

2 332

10.4

1 250

1.7

3 429

15.3

2 915

13.0

1 500

2.0

4 115

18.3

3 498

15.6

1 750

2.4

4 801

21.4

4 081

18.2

2 000

2.7

5 486

24.4

4 663

20.7

2 250

3.1

6 172

27.5

5 246

23.4

2 500

3.4

6 858

30.5

5 829

25.9

2 750

3.7

7 544

33.6

6 412

28.6

3 000

4.1

8 230

36.6

6 996

31.1

3 250

4.4

8 916

39.7

7 579

33.7

3 500

4.7

9 601

42.7

8 161

36.3

3 750

5.1

10 287

45.8

8 744

38.9

4 000

5.4

10 973

48.8

9 327

41.5

4 250

5.8

11 659

51.9

9 910

44.1

4 500

6.1

12 345

54.9

10 493

46.7

4 750

6.4

13 030

58.0

11 076

49.3

5 000

6.8

13 716

61.0

11 659

51.9

5 250

7.1

14 402

64.1

12 242

54.5

5 500

7.5

15 088

67.1

12 825

57.0