| Standar Éropa HEA HEB IPE Steel bagian H I Beam | |
|
ukuran |
100mm * 68mm-900mm * 300mm |
|
Panjangna |
1--12m atanapi sakumaha pamundut |
|
Sarua Angle |
Tipe: 2#-20# |
|
Ukuran: 20-200mm |
|
|
Ketebalan: 3.0-24mm |
|
|
Beurat: 0,597-71,168kg /m |
|
|
Sudut Teu Sarua |
Tipe: 2.5/1.6-20/12.5 |
|
Panjang Sisi: 25-200mm |
|
|
Sisi pondok: 16-125mm |
|
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Ketebalan: 3.0-18mm |
|
|
Beurat: 1.687-43.588kg /m |
|
|
Standar |
ISO 9001-2008 / ISO 630 / JIS / ASTMISO 9001-2008 / ISO 630 / JIS / ASTM / BS1387-1985/ GB/T3091-2001, GB/T13793-92, ISO630/E235B/ JIS G3101/JIS G3131/JIS G3106/ |
|
Bahan |
Q195,Q215,Q235B,Q345B, S235JR/S235/S355JR/S355, SS440/SM400A/SM400B |
|
Téhnik |
Hot Rolled, tuang |
|
Beungeut |
Oiled, keusik blasting, galvanizing, lukisan, motong sakumaha pamundut anjeun. |
|
Bungkusan |
1.Water-bukti lawon palastik, |
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2. Kantong anyaman, |
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3. pakét PVC, |
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4.Steel strips di bundles |
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5.As requirment Anjeun |
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Aplikasi |
Struktur wangunan jeung struktur rékayasa, kayaning beam, Bridges, munara transmisi, ngangkat mesin transportasi, kapal, tungku industri, munara réaksi, pigura wadahna jeung gudang. |
|
Pamayaran & Sarat Dagang |
1.Pamayaran: T/T,L/C, D/P, Western union |
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2. Sarat Dagang: FOB/CFR/CIF |
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3. Kuantitas minimum pesenan: 5 MT (5,000KGS) |
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Waktos pangiriman |
1.Usually,within10-20days sanggeus narima deposit atawa LC. |
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2.According kana kuantitas urutan |
|
| NURUT STANDAR: JIS G3192 ATAWA GB/T11263-2005 | |||
| H beam Bagian ukuranana (mm) | Beurat (kg/m) | ||
| Jangkungna × Lebar | Kandel wéb | Ketebalan flange | |
| 100×100 | 6 | 8 | 16.9 |
| 125 × 125 | 6.5 | 9 | 23.6 |
| 150 × 150 | 7 | 10 | 31.1 |
| 175 × 175 | 7.5 | 11 | 40.4 |
| 200 × 200 | 8 | 12 | 49.9 |
| 250 × 250 | 9 | 14 | 71.8 |
| 300 × 300 | 10 | 15 | 93.0 |
| 300 × 300 | 15 | 15 | 105.0 |
| 350 × 350 | 12 | 19 | 134.9 |
| 400 × 400 | 13 | 21 | 171.7 |
| 148×100 | 6 | 9 | 20.7 |
| 194×150 | 6 | 9 | 29.9 |
| 244 × 175 | 7 | 11 | 43.6 |
| 294 × 200 | 8 | 12 | 55.8 |
| 340 × 250 | 9 | 14 | 78.1 |
| 390 × 300 | 10 | 16 | 104.6 |
| 440 × 300 | 11 | 18 | 120.8 |
| 482 × 300 | 11 | 15 | 110.8 |
| 488 × 300 | 11 | 18 | 124.9 |
| 582 × 300 | 12 | 17 | 132.8 |
| 588 × 300 | 12 | 20 | 147.0 |
| 100×50 | 5 | 7 | 9.3 |
| 125 × 60 | 6 | 8 | 13.1 |
| 150 × 75 | 5 | 7 | 14.0 |
| 175 × 90 | 5 | 8 | 18.0 |
| 198 × 99 | 4.5 | 7 | 17.8 |
| 200×100 | 5.5 | 8 | 20.9 |
| 248 × 124 | 5 | 8 | 25.1 |
| 250 × 125 | 6 | 9 | 29.0 |
| 298 × 149 | 5.5 | 8 | 32.0 |
| 300 × 150 | 6.5 | 9 | 36.7 |
| 346 × 174 | 6 | 9 | 41.2 |
| 350 × 175 | 7 | 11 | 49.4 |
| 396 × 199 | 7 | 11 | 56.1 |
| 400 × 200 | 8 | 13 | 65.4 |
| 446 × 199 | 8 | 12 | 65.1 |
| 450 × 200 | 9 | 14 | 74.9 |
| 496 × 199 | 9 | 14 | 77.9 |
| 500 × 200 | 10 | 16 | 88.1 |
| 596 × 199 | 10 | 15 | 92.4 |
| 600 × 200 | 11 | 17 | 103.4 |
| 700 × 300 | 13 | 24 | 181.8 |
| 800 × 300 | 14 | 26 | 206.8 |
| 900 × 300 | 16 | 28 | 240.1 |
| Dimensi Sectional Standar | Bagian | Unit Beurat |
Rujukan informatif | ||||||||||
Daérah |
Geometris | Radius tina | Modulus tina | ||||||||||
Nominal |
H X B |
t1 |
t2 |
r |
A |
momen inersia | Gyration wewengkon | Bagian | |||||
Diménsi mm |
mm |
mm |
mm |
mm |
cm2 |
kg/m |
kg/12m |
1 x cm4 |
1ycm4 |
ix cm |
iuh cm |
zx cm3 |
Ieu cm3 |
100 x 100 |
100 x 100 |
6 |
8 |
10 |
21.90 |
17.20 |
206 |
383 |
134 |
4.18 |
2.47 |
76.50 |
26.7 |
125 x 125 |
125 x 125 |
6.5 |
9 |
10 |
30.31 |
23.80 |
286 |
847 |
293 |
5.29 |
3.11 |
136 |
47.00 |
150 x 150 |
150 x 150 |
7 |
10 |
11 |
40.14 |
31.50 |
378 |
1,640 |
563 |
6.39 |
3.75 |
219.00 |
75.10 |
175 x 175 |
175 x 175 |
7.5 |
11 |
12 |
51.21 |
40.20 |
482 |
2,880 |
984 |
7.50 |
4.38 |
330.00 |
112.00 |
200 x 200 |
200 x 200 |
8 |
12 |
13 |
63.53 |
49.90 |
599 |
4,720 |
1,600 |
8.62 |
5.02 |
472.00 |
160.00 |
250 x 250 |
250 x 250 |
9 |
14 |
16 |
92.18 |
72.40 |
869 |
10,800 |
3,650 |
10.80 |
6.29 |
867.00 |
292.00 |
300 x 300 |
300 x 300 |
10 |
15 |
18 |
119.80 |
94.00 |
1128 |
20,400 |
6,750 |
13.10 |
7.51 |
1,360.00 |
450.00 |
350 x 350 |
350 x 350 |
12 |
19 |
20 |
173.9 |
137.00 |
1644 |
40,300 |
13,600 |
15.20 |
8.84 |
2,300.00 |
776.00 |
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