European Standard HEA HEB IPE Steel section
European Standard HEA HEB IPE Steel section
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- Commodity name: European Standard HEA HEB IPE Steel section
HEB sections. The intermediate variant of H beam steel. Compared to the HEA beam, the HEB beam has a greater load capacity and the flange is somewhat heavier and wider than in the HEA beam
Product Description
H-beam steel is new kind of economic construction steel. H-beam is produced with economically reasonable cross-sectional shape and good mechanical properties. Compared with I beam, H beam with advantages of larger section modulus, lighter weight and saving material, it can reduce 30-40% of the building structure weight.
European Standard HEA HEB IPE Steel section H I Beam size
100mm*68mm-900mm*300mm
Length
1--12m or as request
Equal Angle
Type: 2#-20#
Size: 20-200mm
Thickness: 3.0-24mm
Weight: 0.597-71.168kg/m
Unequal Angle
Type: 2.5/1.6-20/12.5
Long Side: 25-200mm
Short Side: 16-125mm
Thickness: 3.0-18mm
Weight: 1.687-43.588kg/m
Standard
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/
Material
Q195,Q215,Q235B,Q345B, S235JR/S235/S355JR/S355, SS440/SM400A/SM400B
Technique
Hot Rolled, casting
Surface
Oiled, sand blasting, galvanizing, painting,cutting as your request.
Packing
1.Water-proof plastic cloth,
2.Woven bags,
3.PVC package,
4.Steel strips in bundles
5.As your requirment
Applicaiton
Building structure and engineering structure, such as the beam, Bridges, transmission tower, lifting transportation machinery, ship, industrial furnace, reaction tower, container frame and warehouse
Payment&Trade Terms
1.Payment : T/T,L/C, D/P, Western union
2.Trade Terms:FOB/CFR/CIF
3.Minimum quantity of order : 5 MT (5,000KGS)
Delivery Time
1.Usually,within10-20days after receiving deposit or LC.
2.According to the order quantity
Product Paramenters and size
Chinese Standard Specifications of H Iron Beam
ACCORDING TO STANDARD: JIS G3192 OR GB/T11263-2005 H beam Section sizenma(mm) Weight (kg/m) Height×Breadth Web thichness Flange thichness 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
Standards & Specification
Standard Sectional Dimension Section
Unit WeightInformative Reference
AreaGeometrical Radius of Modulus of
Nominal
H X B
t1
t2
r
Amoment of inertia Gyration of area Section
Dimensional
mm
mm
mm
mm
mm
cm2
kg/m
kg/12m
1x cm4
1ycm4
ix cm
iy cm
Zx cm3
Zy cm3
100 x 100
100 x100
6
8
10
21.90
17.20
206
383
134
4.18
2.47
76.50
26.7
125 x 125
125 x125
6.5
9
10
30.31
23.80
286
847
293
5.29
3.11
136
47.00
150 x150
150 x150
7
10
11
40.14
31.50
378
1,640
563
6.39
3.75
219.00
75.10
175 x175
175 x175
7.5
11
12
51.21
40.20
482
2,880
984
7.50
4.38
330.00
112.00
200 x200
200 x200
8
12
13
63.53
49.90
599
4,720
1,600
8.62
5.02
472.00
160.00
250 x250
250 x250
9
14
16
92.18
72.40
869
10,800
3,650
10.80
6.29
867.00
292.00
300 x300
300 x300
10
15
18
119.80
94.00
1128
20,400
6,750
13.10
7.51
1,360.00
450.00
350 x350
350 x350
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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