| Mengetik | tiang lurus, tiang tarik, putar tiang |
|---|---|
| Perlakuan permukaan | Hot Dip Galvanized |
| Beban Desain dalam kg | 300 ~ 1000kg diaplikasikan ke 50cm dari kutub atas |
| Kecepatan angin | 160 km / jam, 30 m / dtk |
| Cocok untuk | distribusi listrik |
| bahan | ASTM A36 |
|---|---|
| Warna | sebagai permintaan bea cukai |
| Panjang | 24379mm |
| Ketebalan | 5mm |
| Permukaan | galvanisasi celup panas |
| Type | straight pole, tensile pole, turn pole |
|---|---|
| Wind speed | 160km/h, 30m/s |
| Power | 10kv~550kv |
| Torlance of dimenstion | +- 2% |
| Suit for | electricity distribution |
| Product Name | Electric Galvanized steel Pole |
|---|---|
| Application | Distribution Line |
| Material | SteelQ235,Q345 |
| Minimum yield strength | 355 mpa |
| Max ultimate tensile strength | 620 mpa |
| Product Name | Electric Galvanized steel Pole |
|---|---|
| Application | Distribution Line |
| Material | SteelQ235,Q345 |
| Minimum yield strength | 355 mpa |
| Max ultimate tensile strength | 620 mpa |
| Product Name | Electric Galvanized steel Pole |
|---|---|
| Application | Distribution Line |
| Material | SteelQ235,Q345 |
| Minimum yield strength | 355 mpa |
| Max ultimate tensile strength | 620 mpa |
| Product Name | Electric Galvanized steel Pole |
|---|---|
| Application | Distribution Line |
| Material | SteelQ235,Q345 |
| Minimum yield strength | 355 mpa |
| Max ultimate tensile strength | 620 mpa |
| Product Name | Electric Galvanized steel Pole |
|---|---|
| Application | Distribution Line |
| Material | SteelQ235,Q345 |
| Minimum yield strength | 355 mpa |
| Max ultimate tensile strength | 620 mpa |
| Product Name | Electric Galvanized steel Pole |
|---|---|
| Application | Distribution Line |
| Material | SteelQ235,Q345 |
| Minimum yield strength | 355 mpa |
| Max ultimate tensile strength | 620 mpa |
| Bahan | kekuatan luluh tidak kurang dari 345mpa |
|---|---|
| Permukaan | galvanisasi. pelapisan rata-rata tidak kurang dari 80um |
| Seumur hidup | 50 tahun |
| Torelance dimensi | +- 2% |
| Desain tiang | terhadap gempa kelas 8 |