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.