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General Order 64-A

 

Appendix D

 

Typical Communication Line Construction

 

Table 28

GUY REQUIREMENTS FOR OPEN WIRE COMMUNICATION LINES IN GRADE F CONSTRUCTION

Angle and Corner Poles

Ultimate number of wires

Number and strength (pounds) of guy strand

Angels of Deviation

6 to 10

11 to 20

21 to 30

31 to 40

1 or 2

1 500

1 500

1 1,650

1 1,650

1 500

1 500

1 500

1 1,650

1

1 500

1 500

1 500

1 1,650

6

1 1,650

1 1,650

1 2,200

1 2,200

1 1,650

1 1,650

1 1,650

1 2,200

1

1 1,650

1 1,650

1 1,650

1 1,650

10

1 1,650

1 2,200

1 2,400

1 4,800

1 1,650

1 2,200

1 2,200

1 3,000

1

1 1,650

1 1,650

1 2,200

1 2,200

20

1 2,200

1 4,800

1 6,000

1 6,800

1 1,650

1 3,000

1 4,800

1 6,000

1

1 1,650

1 2,200

1 4,800

1 6,000

30

1 4,800

1 6,000

1 7,300

1 11,500

1 2,200

1 4,800

1 6,000

1 7,300

1

1 2,200

1 4,800

1 6,000

1 6,800

40

1 6,000

1 6,800

1 11,500

2 6,800

1 4,800

1 6,000

1 6,800

1 11,500

1

1 2,200

1 4,800

1 6,000

1 8,000

 

Note:  These values are ultimate strength in pounds per square inch.  See App. G., Fig 92, covering terms used herein.

 

CONDUCTOR SAGS are given in Table 24.