General Order 95
Appendix B
Mechanical and Loading Data for Conductor
| 
 Table 21    Galvanized Steel and Iron Wire - Bare - Solid
- Characteristics and Loading  | 
    |||||||||||
| 
       Characteristics of Conductor  | 
      
       Loading Per Linear Foot of Conductor, Pounds  | 
    ||||||||||
| 
       Size of Wire BWG  | 
      
       Diameter 
                ,Inch  | 
      
       Area, 
                Square Inch 
  | 
      
       Ultimate Tensile Strength, Pounds *  | 
      
       Light Loading District  | 
      
       Heavy Loading District  | 
    ||||||
| 
       EBB 
                Grade  | 
      
       BB Grade  | 
      
       Steel Grade  | 
      
       Vertical Load, Conductor Only  | 
      
       Horizontal Load, Wind of8 Lbs per Sq. Ft. on Conductor  | 
      
       Resultant Load  | 
      
       Vertical Load, Conductor with ½” of Ice  | 
      
       Horizontal Load, Wind of6 Lbs per Sq. Ft. on Conductor
with ½” of Ice  | 
      
       Resultant Load  | 
    |||
| 
       4  | 
      
       0.238  | 
      
       0.0445  | 
      
       2,028  | 
      
       2,270  | 
      
       2,433  | 
      
       0.1530  | 
      
       .1587  | 
      
       0.220  | 
      
       0.6119  | 
      
       0.6190  | 
      
       0.870  | 
    
| 
       6  | 
      
       .203  | 
      
       .0324  | 
      
       1,475  | 
      
       1,650  | 
      
       1,770  | 
      
       .1120  | 
      
       .1353  | 
      
       .176  | 
      
       .5491  | 
      
       .6015  | 
      
       .814  | 
    
| 
       8  | 
      
       .165  | 
      
       .0214  | 
      
       975  | 
      
       1,090  | 
      
       1,170  | 
      
       .0740  | 
      
       .1100  | 
      
       .133  | 
      
       .4875  | 
      
       .5825  | 
      
       .760  | 
    
| 
       9  | 
      
       .148  | 
      
       .0172  | 
      
       785  | 
      
       880  | 
      
       942  | 
      
       .0600  | 
      
       .09867  | 
      
       .116  | 
      
       .4629  | 
      
       .5740  | 
      
       .737  | 
    
| 
       10  | 
      
       .134  | 
      
       .0141  | 
      
       645  | 
      
       720  | 
      
       774  | 
      
       .0490  | 
      
       .08934  | 
      
       .102  | 
      
       .4432  | 
      
       .5670  | 
      
       .720  | 
    
| 
       11  | 
      
       .120  | 
      
       .0113  | 
      
       515  | 
      
       575  | 
      
       618  | 
      
       .0390  | 
      
       .08000  | 
      
       .089  | 
      
       .4245  | 
      
       .5600  | 
      
       .703  | 
    
| 
       12  | 
      
       .109  | 
      
       .0093  | 
      
       425  | 
      
       475  | 
      
       510  | 
      
       .0320  | 
      
       .07267  | 
      
       .079  | 
      
       .4107  | 
      
       .5545  | 
      
       .690  | 
    
| 
       14  | 
      
       .083  | 
      
       .0054  | 
      
       247  | 
      
       275  | 
      
       297  | 
      
       .0190  | 
      
       .05533  | 
      
       .058  | 
      
       .3815  | 
      
       .5415  | 
      
       .662  | 
    
*    All ultimate tensile strengths are from ASTM Specification
A111–33.