Bagian Baja HEA HEB IPE Standar Eropa H I Beam | |
ukuran |
100mm * 68mm-900mm * 300mm |
Panjang |
1--12m atau sebagai permintaan |
Sudut Sama |
Jenis: 2#-20# |
Ukuran: 20-200mm |
|
Ketebalan: 3.0-24mm |
|
Berat: 0,597-71,168kg/m |
|
Sudut Tidak Sama |
Ketik: 2.5/1.6-20/12.5 |
Sisi Panjang: 25-200mm |
|
Sisi Pendek: 16-125mm |
|
Ketebalan: 3.0-18mm |
|
Berat: 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 |
Teknik |
Hot Rolled, pengecoran |
Permukaan |
Diminyaki, peledakan pasir, menggembleng, mengecat, memotong sesuai permintaan Anda. |
Sedang mengemas |
1. Kain plastik tahan air, |
2. Tas anyaman, |
|
3.paket PVC, |
|
4.Strip baja dalam bundel |
|
5. Sebagai kebutuhan Anda |
|
Aplikasi |
Struktur bangunan dan struktur teknik, seperti balok, Jembatan, menara transmisi, mesin transportasi pengangkat, kapal, tungku industri, menara reaksi, rangka kontainer dan gudang |
Persyaratan Pembayaran & Perdagangan |
1.Pembayaran : T/T,L/C, D/P, Western union |
2.Persyaratan Perdagangan:FOB/CFR/CIF |
|
3.Minimum jumlah pesanan : 5 MT (5.000KGS) |
|
Waktu Pengiriman |
1. Biasanya, dalam 10-20days setelah menerima setoran atau LC. |
2. Menurut jumlah pesanan |
MENURUT STANDAR: JIS G3192 ATAU GB/T11263-2005 | |||
Ukuran Bagian balok H ma (mm) | Berat (kg/m) | ||
Tinggi×Lebar | ketebalan web | ketebalan flensa | |
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 Bagian Standar | Bagian | Berat unit |
Referensi Informatif | ||||||||||
Daerah |
Geometris | Radius dari | Modulus dari | ||||||||||
Nominal |
HX B |
t1 |
t2 |
R |
A |
momen inersia | Girasi daerah | Bagian | |||||
Dimensi mm |
mm |
mm |
mm |
mm |
cm2 |
kg/m |
kg/12m |
1x cm4 |
1ycm4 |
ix cm |
saya cm |
Zx cm3 |
Zy cm3 |
100 x 100 |
100x100 |
6 |
8 |
10 |
21.90 |
17.20 |
206 |
383 |
134 |
4.18 |
2.47 |
76.50 |
26.7 |
125x 125 |
125x125 |
6.5 |
9 |
10 |
30.31 |
23.80 |
286 |
847 |
293 |
5.29 |
3.11 |
136 |
47.00 |
150x150 |
150x150 |
7 |
10 |
11 |
40.14 |
31.50 |
378 |
1,640 |
563 |
6.39 |
3.75 |
219.00 |
75.10 |
175x175 |
175x175 |
7.5 |
11 |
12 |
51.21 |
40.20 |
482 |
2,880 |
984 |
7.50 |
4.38 |
330.00 |
112.00 |
200x200 |
200x200 |
8 |
12 |
13 |
63.53 |
49.90 |
599 |
4,720 |
1,600 |
8.62 |
5.02 |
472.00 |
160.00 |
250x250 |
250x250 |
9 |
14 |
16 |
92.18 |
72.40 |
869 |
10,800 |
3,650 |
10.80 |
6.29 |
867.00 |
292.00 |
300x300 |
300x300 |
10 |
15 |
18 |
119.80 |
94.00 |
1128 |
20,400 |
6,750 |
13.10 |
7.51 |
1,360.00 |
450.00 |
350x350 |
350x350 |
12 |
19 |
20 |
173.9 |
137.00 |
1644 |
40,300 |
13,600 |
15.20 |
8.84 |
2,300.00 |
776.00 |