✨ Engineering Tables
SEPT. 6.] THE NEW ZEALAND GAZETTE. 2535
TABLE X.—BARE GALVANIZED IRON.
Wind, 18 lb. per square foot of diametral plane.
Constants.—Coefficient of thermal expansion = 6·8 × 10⁻⁶ per degree Fahrenheit; maximum allowable stress = 22,500 lb. per square inch; modulus of elasticity = 26 × 10⁶ lb. per square inch.
1/160 in. (8 S.W.G.).
Constants.—Area, 0·02011 sq. in.; diameter, 0·160 in.; loading factor, 3·670; maximum tension in conductor, 453 lb.; weight, 0·068 lb. per foot.
| Span. | Datum. | Degrees Fahrenheit above Datum. | |||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| 0. | 20. | 40. | 60. | 80. | 100. | ||||||
| Ten. | Sag. | Ten. | Sag. | Ten. | Sag. | Ten. | Sag. | Ten. | Sag. | ||
| Ft. | lb. | Ft.in. | lb. | Ft.in. | lb. | Ft.in. | lb. | Ft.in. | lb. | Ft.in. | |
| 180 .. | 280 | 1 0 | 230 | 1 2 | 190 | 1 5 | 158 | 1 9 | 134 | 2 1 | |
| 220 .. | 227 | 1 10 | 198 | 2 2 | 166 | 2 6 | 147 | 2 10 | 132 | 3 2 | |
| 260 .. | 192 | 3 0 | 171 | 3 4 | 154 | 3 9 | 140 | 4 1 | 130 | 4 5 | |
| 300 .. | 171 | 4 6 | 157 | 4 11 | 145 | 5 3 | 136 | 5 7 | 128 | 6 0 | |
| 340 .. | 158 | 6 3 | 148 | 6 8 | 140 | 7 0 | 133 | 7 4 | 127 | 7 9 | |
| 380 .. | 149 | 8 3 | 143 | 8 7 | 137 | 8 11 | 132 | 9 4 | 127 | 9 8 |
TABLE XI.—BARE GALVANIZED STEEL, 34,000 lb. BASIS.
Wind, 18 lb. per square foot of diametral plane.
Constants.—Coefficient of thermal expansion = 6·8 × 10⁻⁶ per degree Fahrenheit; maximum allowable stress = 34,000 lb. per square inch; modulus of elasticity = 28 × 10⁶ lb. per square inch.
Note.—This table is for use with conductors having a breaking-strength not less than that stated for each size of conductor.
34,000 lb. BASIS.
(A.) 1/160 in. (8 S.W.G.).
Constants.—Area, 0·02011 sq. in.; breaking-strength, 1,368 lb.; diameter, 0·160 in.; loading factor, 3·652; maximum tension in conductor, 684 lb.; weight, 0·06834 lb. per foot.
| Span. | Datum. | Degrees Fahrenheit above Datum. | |||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| 0. | 20. | 40. | 60. | 80. | 100. | ||||||
| Ten. | Sag. | Ten. | Sag. | Ten. | Sag. | Ten. | Sag. | Ten. | Sag. | ||
| Chains. | lb. | Ft.in. | lb. | Ft.in. | lb. | Ft.in. | lb. | Ft.in. | lb. | Ft.in. | |
| 5 .. | 414 | 2 3 | 369 | 2 7 | 312 | 3 0 | 274 | 3 5 | 242 | 3 10 | |
| 6 .. | 342 | 3 11 | 304 | 4 5 | 273 | 4 11 | 247 | 5 5 | 226 | 5 11 | |
| 7 .. | 292 | 6 3 | 268 | 6 10 | 248 | 7 4 | 230 | 7 11 | 216 | 8 6 | |
| 8 .. | 261 | 9 1 | 245 | 9 9 | 231 | 10 4 | 219 | 10 10 | 208 | 11 5 |
34,000 lb. BASIS.
(B.) 1/192 in. (6 S.W.G.).
Constants.—Area, 0·02895 sq. in.; breaking-strength, 1,968 lb.; diameter, 0·192 in.; loading factor, 3·093; maximum tension in conductor, 984 lb.; weight, 0·09841 lb. per foot.
| Span. | Datum. | Degrees Fahrenheit above Datum. | |||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| 0. | 20. | 40. | 60. | 80. | 100. | ||||||
| Ten. | Sag. | Ten. | Sag. | Ten. | Sag. | Ten. | Sag. | Ten. | Sag. | ||
| Chains. | lb. | Ft.in. | lb. | Ft.in. | lb. | Ft.in. | lb. | Ft.in. | lb. | Ft.in. | |
| 5 .. | 704 | 1 11 | 616 | 2 2 | 535 | 2 6 | 465 | 2 11 | 406 | 3 4 | |
| 6 .. | 613 | 3 2 | 542 | 3 7 | 480 | 4 0 | 427 | 4 6 | 384 | 5 0 | |
| 7 .. | 535 | 4 11 | 482 | 5 5 | 438 | 6 0 | 398 | 6 7 | 367 | 7 2 | |
| 8 .. | 479 | 7 2 | 441 | 7 9 | 408 | 8 5 | 380 | 9 0 | 357 | 9 7 |
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VUW Te Waharoa —
NZ Gazette 1935, No 65
NZLII —
NZ Gazette 1935, No 65
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V.I.R. Copper Wind Load Tables
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🏗️ Infrastructure & Public WorksElectrical Conductors, Wind Load, Sag, Tension, Engineering
🏗️ Bare Galvanized Iron Wind Load Tables
🏗️ Infrastructure & Public WorksElectrical Conductors, Wind Load, Sag, Tension, Engineering
🏗️ Bare Galvanized Steel Wind Load Tables
🏗️ Infrastructure & Public WorksElectrical Conductors, Wind Load, Sag, Tension, Engineering