Change List for this Rule

 

Original Version

Appendix D, Table 26

 

Table 26:    Replacement Ground Line Circumferences In Inches of Sound Solid Wood For Communication Poles in Grade “F” Construction

 

This table is suitable for poles supporting cables; interexchange lines (toll trunk and telegraph way wire); and exchange or local distribution lines of more than 10 wires. The circumferences given in this table are based on a safety factor of one–half, a modulus of rupture in bending of 5,600 pounds per square inch, and the maximum number of wires (0.104” in diameter) shown in the headings of the respective columns.

 

Length of Pole(Feet)

Span Length (Feet)

Load in Number of Wires



1 - 4

5 - 10

11 - 20

21 - 30

31 - 40

41 - 50



LL

HL

LL

HL

LL

HL

LL

HL

LL

HL

LL

HL

20

100

12

12

12

15

-

-

-

-

-

-

-

-


125

12

12

12

16

-

-

-

-

-

-

-

-


150

12

12

12

17

-

-

-

-

-

-

-

-


175

12

13

12

18

-

-

-

-

-

-

-

-


25

100

12

12

12

16

12

17

12

20

-

-

-

-


125

12

13

12

17

12

18

12

21

-

-

-

-


150

12

14

12

18

12

20

13

22

-

-

-

-


175

12

14

12

19

12

21

14

23

-

-

-

-


200

12

15

12

20

13

22

14

24

-

-

-

-


30

100

12

13

12

17

12

18

13

21

14

23

14

24


125

12

14

12

18

12

20

14

23

14

25

15

26


150

12

15

12

19

13

21

14

24

15

26

16

28


175

12

15

12

20

14

22

15

25

16

27

17

29


200

12

16

12

21

14

23

16

26

17

28

18

30


35

100

12

14

12

18

13

20

14

22

15

25

16

26


125

12

15

12

20

13

21

15

24

16

26

17

28


150

12

16

12

21

14

23

15

25

16

28

17

30


175

12

16

12

22

15

24

16

27

17

30

18

31


200

12

17

13

23

15

25

17

28

18

31

19

32


LL - Refers to Light Loading District, Rule 43.2 .
HL - Refers to Heavy Loading District, Rule 43.1 .

 

Original Version

Appendix D, Table 26

 

Table 26:    Replacement Ground Line Circumferences In Inches of Sound Solid Wood For Communication Poles in Grade “F” Construction

 

This table is suitable for poles supporting cables; interexchange lines (toll trunk and telegraph way wire); and exchange or local distribution lines of more than 10 wires. The circumferences given in this table are based on a safety factor of one–half, a modulus of rupture in bending of 5,600 pounds per square inch, and the maximum number of wires (0.104” in diameter) shown in the headings of the respective columns.

 

Length of Pole(Feet)

Span Length (Feet)

Load in Number of Wires



1 - 4

5 - 10

11 - 20

21 - 30

31 - 40

41 - 50



LL

HL

LL

HL

LL

HL

LL

HL

LL

HL

LL

HL

20

100

12

12

12

15

-

-

-

-

-

-

-

-


125

12

12

12

16

-

-

-

-

-

-

-

-


150

12

12

12

17

-

-

-

-

-

-

-

-


175

12

13

12

18

-

-

-

-

-

-

-

-


25

100

12

12

12

16

12

17

12

20

-

-

-

-


125

12

13

12

17

12

18

12

21

-

-

-

-


150

12

14

12

18

12

20

13

22

-

-

-

-


175

12

14

12

19

12

21

14

23

-

-

-

-


200

12

15

12

20

13

22

14

24

-

-

-

-


30

100

12

13

12

17

12

18

13

21

14

23

14

24


125

12

14

12

18

12

20

14

23

14

25

15

26


150

12

15

12

19

13

21

14

24

15

26

16

28


175

12

15

12

20

14

22

15

25

16

27

17

29


200

12

16

12

21

14

23

16

26

17

28

18

30


35

100

12

14

12

18

13

20

14

22

15

25

16

26


125

12

15

12

20

13

21

15

24

16

26

17

28


150

12

16

12

21

14

23

15

25

16

28

17

30


175

12

16

12

22

15

24

16

27

17

30

18

31


200

12

17

13

23

15

25

17

28

18

31

19

32


LL - Refers to Light Loading District, Rule 43.2 .
HL - Refers to Heavy Loading District, Rule 43.1 .

 

Table 26 deleted January 13, 2005 by Decision No. 0501030

 

Final Version

Appendix D, Table 26

 

Table 26 deleted January 13, 2005 by Decision No. 0501030