PIPA
Sunday, October 14, 2012 @ 03:10 PM
| Penggunaan bracing Horizontal&vertikal0 secondary beam (biasanya pada rangka atap (kolom arsitektural. Bentukya yang silinder juga mempunyai nilai artistic. | ||||
| Pipa Seamless |
 |
| SIZE | OD (mm) | ID (mm) | TEBAL (mm) | Kg / M | Kg / 6 M |
| ¼” | 13,5 | 9,9 | 1,8 | 0,552 | 3,13 |
| 3/8” | 17,2 | 13,6 | 1,8 | 0,684 | 4,10 |
| ½” | 21,3 | 17,3 | 2 | 0,962 | 5,772 |
| ¾” | 26,9 | 22,3 | 2,3 | 1,41 | 8,46 |
| 1” | 33,7 | 30,8 | 2,9 | 2,22 | 13,32 |
| 31,8 | 26 | 2,9 | 2,068 | 12,408 | |
| 1 ¼” | 42,4 | 37,2 | 2,6 | 2,57 | 15,42 |
| 44,5 | 39,3 | 2,6 | 2,69 | 16,14 | |
| 38 | 32,8 | 2,6 | 2,27 | 13,62 | |
| 1 ½” | 48,3 | 42,5 | 2,9 | 3,27 | 19,62 |
| 2” | 60,3 | 54,5 | 2,9 | 4,14 | 24,84 |
| 57 | 51,2 | 2,9 | 3,87 | 23,22 | |
| 2 ½” | 76,1 | 70,3 | 2,9 | 5,28 | 31,68 |
| 3” | 88,9 | 82,5 | 3,2 | 6,81 | 40,86 |
| 4” | 114,3 | 106,3 | 4 | 11 | 66 |
| 5” | 139,7 | 131,7 | 4 | 13,4 | 80,40 |
| 6” | 168,3 | 159,3 | 4,5 | 18,18 | 109,08 |
| Pipa Hitam Sch Welded |
| (mm) | SCH 10 | SCH 20 | SCH 30 | SCH 40 | SCH 60 | SCH 80 | |||||||
| inch | TH | W | TH | W | TH | W | TH | W | TH | W | TH | W | |
| 10.5 | 1.7 | 0.37 | 2.2 | 0.45 | 2.4 | 0.48 | |||||||
| ¼ | 13.8 | 2.2 | 0.63 | 2.4 | 0.68 | 3 | 0.8 | ||||||
| 17.3 | 2.3 | 0.85 | 2.8 | 1 | 3.2 | 1.11 | |||||||
| ½ | 21.7 | 2.8 | 1.31 | 3.2 | 1.46 | 3.7 | 1.64 | ||||||
| ¾ | 27.2 | 2.9 | 1.74 | 3.4 | 2 | 3.9 | 2.24 | ||||||
| 1 | 34 | 3.4 | 2.57 | 3.9 | 2.89 | 4.5 | 3.27 | ||||||
| 1 ¼ | 42.7 | 3.6 | 3.47 | 4.5 | 4.24 | 4.9 | 4.57 | ||||||
| 1 ½ | 48.6 | 3.7 | 4.1 | 4.5 | 4.89 | 5.1 | 5.47 | ||||||
| 2 | 60.5 | 3.2 | 4.5 | 3.9 | 5.44 | 4.9 | 6.72 | 5.5 | 7.46 | ||||
| 2 ½ | 76.3 | 4.5 | 8 | 5.2 | 9.12 | 6 | 10.4 | 7 | 12 | ||||
| 3 | 89.1 | 4.5 | 9.4 | 5.5 | 11.3 | 6.6 | 13.4 | 7.6 | 15.3 | ||||
| 3 ½ | 101.6 | 4.5 | 11 | 5.7 | 13.5 | 7 | 16.3 | 8.1 | 18.7 | ||||
| 4 | 114.3 | 4.9 | 13 | 6 | 16 | 7.1 | 18.8 | 8.6 | 22.4 | ||||
| 5 | 139.8 | 5.1 | 17 | 6.6 | 21.7 | 8.1 | 26.3 | 9.5 | 30.5 | ||||
| 6 | 165..2 | 5.5 | 22 | 7.1 | 27.7 | 9.3 | 35.8 | 11 | 41.8 | ||||
| 8 | 216.3 | 6.4 | 33 | 7 | 36 | 8.2 | 42.1 | 10.3 | 52.3 | 12.7 | 63.8 | ||
| 10 | 267.4 | 6.4 | 41 | 7.8 | 50 | 9.3 | 59.2 | 12.7 | 79.8 | 15.1 | 93.9 | ||
| 12 | 318.5 | 6.4 | 49 | 8.4 | 64 | 10.3 | 78.3 | 14.3 | 107 | 17.4 | 129 | ||
| 14 | 355.6 | 6.4 | 55 | 7.9 | 68 | 9.5 | 81 | 11.1 | 94.3 | 15.1 | 127 | 19 | 158 |
| 16 | 406.4 | 6.4 | 63 | 7.9 | 78 | 9.5 | 93 | 12.7 | 123 | 16.7 | 160 | 21.4 | 203 |
| 18 | 457.2 | 6.4 | 71 | 7.9 | 88 | 11.1 | 122 | 14.3 | 156 | 19 | 205 | 23.8 | 254 |
| 20 | 508 | 6.4 | 79 | 9.5 | 117 | 12.7 | 155 | 15.1 | 184 | 20.6 | 248 | 26.2 | 311 |
| TH = Thickness (mm) solid; w = Weight (kg/m) | |||||||||||||
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Hollow
Sunday, October 14, 2012 @ 01:10 PM
| Penggunaan hollow biasanya dalam komponen rangka arsitektural (ceiling, partisi, gypsum, rangka dan support ornamen ornamen non structural)
|
| SIZE | Wall Thickness | Calculated Weight |
| mm | mm | Kgs/m |
| 12 1/2 x 12 1/2 | 0.9 | 0.332 |
| 15 x 15 | 0.9 | 0.403 |
| 20 x 20 | 0.9 | 0.544 |
| 25 x 25 | 1 | 0.759 |
| 30 x 30 | 1 | 0.915 |
| 40 x 40 | 1.2 | 1.468 |
| 10 x 20 | 0.9 | 0.403 |
| 12 1/2 x 27 1/2 | 0.9 | 0.544 |
| 15 x 30 | 0.9 | 0.615 |
| 20 x 40 | 1 | 0.915 |
| 25 x 50 | 1.4 | 1.597 |
| 20 x 60 | 1.4 | 1.926 |
| 50 x 50 | 1.6 | 2.38 |
| 2.3 | 3.34 | |
| 3.2 | 4.5 | |
| 60 x 60 | 1.6 | 2.88 |
| 2.3 | 4.06 | |
| 3.2 | 5.5 | |
| 75 x 75 | 1.6 | 3.64 |
| 2.3 | 5.14 | |
| 3.2 | 7.01 |
UNP & CNP
Sunday, October 14, 2012 @ 12:10 PM
| UNP | |||||
| Penggunaan UNP Biasanya hampir sama dengan WF, kecuali untuk kolom, jarang digunakan karena relative mudah mengalami tekuk. |
| SIZE | WEIGHT |
|
|||||||
| H B T | |||||||||
| UNP 5 (50x 38x 5 mm) – 6M | 30 Kg | ||||||||
| UNP 6,5 (65x 42x 5 mm) – 6M | 41 Kg | ||||||||
| UNP 7,5 (75x 40x 5 mm) – 6M | 45,3 Kg | ||||||||
| UNP 8 (80x 45x 5 mm) – 6M | 47,76 Kg | ||||||||
| UNP 10 (100x 50x 5 mm) – 6M | 56,2 Kg | ||||||||
| UNP 10 (100x 50x 6 mm) – 6M | 67,5 Kg | ||||||||
| UNP 12 (120x 55x 7 mm) – 6M | 80,40 Kg | ||||||||
| UNP 12,5 (125x 65x 6 mm) – 6M | 80,40 Kg | ||||||||
| UNP 15 (150x 75x 6,5 mm) – 6M | 112 Kg | ||||||||
| UNP 18 (180x 75x 7 mm) – 6M | 128 Kg | ||||||||
| UNP 20 (200x 80x 7,5 mm) – 6M | 148 Kg | ||||||||
| UNP 25 (250x 90x 9 mm) – 6M | 208 Kg | ||||||||
| UNP 30 (300x 90x 9 mm) – 6M | 229 Kg | ||||||||
| UNP 300 (300x 100x 10 mm) – 6M | 526 Kg | ||||||||
| CNP | |||||
| Penggunaan CNP biasanya digunakan untuk balok dudukan penutup atas, girts, elemen yang memegang penutup ruang. |
| SIZE | WEIGHT |
|
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| A B C T | |||||||||
| 60 x 30 x 10 x 1,6 mm - 6 M | 9,76 Kg | ||||||||
| 75 x 35 x 15 x 1,6 mm - 6 M | 12,4 Kg | ||||||||
| 75 x 45 x 15 x 1,6 mm - 6 M | 13,92 Kg | ||||||||
| 75 x 45 x 15 x 2,3 mm - 6 M | 19,5 Kg | ||||||||
| 100 x 50 x 20 x 1,6 mm - 6 M | 17,5 Kg | ||||||||
| 100 x 50 x 20 x 2,3 mm - 6 M | 24,4 Kg | ||||||||
| 100 x 50 x 20 x 3,2 mm - 6 M | 33,– Kg | ||||||||
| 125 x 50 x 20 x 2,3 mm - 6 M | 27,1 Kg | ||||||||
| 125 x 50 x 20 x 3,2 mm - 6 M | 36,8 Kg | ||||||||
| 150 x 50 x 20 x 2,3 mm - 6 M | 29,8 Kg | ||||||||
| 150 x 50 x 20 x 3,2 mm - 6 M | 40,6 Kg | ||||||||
| 150 x 65 x 20 x 2,3 mm - 6 M | 33,– Kg | ||||||||
| 150 x 65 x 20 x 3,2 mm - 6 M | 45,1 Kg | ||||||||
| 200 x 75 x 20 x 3,2 mm - 6 M | 56,62 Kg | ||||||||
