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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

½

1 – 500

1 – 500

1 – 1,650

1 – 1,650

¾

1 – 500

1 – 500

1 – 500

1 – 1,650

1

1 – 500

1 – 500

1 – 500

1 – 1,650

6

½

1 – 1,650

1 – 1,650

1 – 2,200

1 – 2,200

¾

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

½

1 – 1,650

1 – 2,200

1 – 2,400

1 – 4,800

¾

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

½

1 – 2,200

1 – 4,800

1 – 6,000

1 – 6,800

¾

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

½

1 – 4,800

1 – 6,000

1 – 7,300

1 – 11,500

¾

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

½

1 – 6,000

1 – 6,800

1 – 11,500

2 – 6,800

¾

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.