SAG AND TENSION TABLE FOR HEAVY ICE LOADING AREAS TWO PAIR AERIAL SERVICE WIRE - NONMETALLIC (GSDW) SPAN LENGTH STRINGING (Feet) TENSION (Lbs.) 50 40 75 40 100 40 125 40 150 40 175 50 STRINGING SAG (Feet) - (Inches) 0 4 0 9 1 5 2 2 3 1 3 4 SAG UNDER EXPECTED TENSION HEAVY LOADING UNDER HEAVY LOAD (Feet) - (Inches) (Lbs.) 1 11 174 3 4 221 5 0 262 6 11 299 8 11 332 10 10 373 UNLOADED SAG AFTER STORM (Feet) - (Inches) 1 1 1 10 2 10 3 11 5 2 6 1 THREE PAIR AERIAL SERVICE WIRE - NONMETALLIC (GSDW) SPAN LENGTH STRINGING (Feet) TENSION(Lbs.) 50 60 75 60 100 60 125 65 150 80 175 100 SAG UNDER STRINGING SAG HEAVY LOADING (Feet) - (Inches) (Feet) - (Inches) 0 3 1 10 0 7 3 3 1 1 4 10 1 6 6 7 1 9 8 4 1 11 10 2 EXPECTED TENSION UNLOADED SAG UNDER HEAVY LOAD AFTER STORM (Lbs.) (Feet) (Inches) 184 1 2 232 1 11 274 2 11 315 3 11 359 4 11 403 6 0 SIX PAIR AERIAL SERVICE WIRE - NONMETALLIC (GSDW) SPAN LENGTH STRINGING (Feet) TENSION(Lbs.) 50 60 75 60 100 60 125 65 150 75 175 80 200 90 NOTES: STRINGING SAG (Feet) - (Inches) 0 5 1 0 1 10 2 7 3 3 4 1 4 9 EXPECTED TENSION UNLOADED SAG UNDER HEAVY LOAD AFTER STORM (Lbs.) (Feet) (Inches) 216 1 3 271 2 2 318 3 3 364 4 6 412 5 9 453 7 1 494 8 5 Heavy ice loading is defined under NESC Rules 250 and 251 as 0.5 inch radius thickness of ice and 4 PSF horizontal wind pressure at 0º F. Stringing tensions are at 60º F. 03/30/04 SAG UNDER HEAVY LOADING (Feet) - (Inches) 1 8 3 0 4 7 6 3 8 0 9 11 11 10