I BEAM

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Product Description:

1. Product name: IPE/IPEAA Beam Steel

2. Standard: EN10025, GB Standard, ASTM, JIS etc.

3. Grade: Q235B, A36, S235JR, Q345, SS400 or other equivalent.

4. Length: 5.8M, 6M, 9M, 10M, 12M or as your requirements

IPE/IPEAA

Section

Standard Sectional Dimensions(mm)

h

b

s

t

Mass Kg/m

IPE80

80

46

3.80

5.20

6.00

IPE100

100

55

4.10

5.70

8.10

IPE120

120

64

4.80

6.30

10.40

IPE140

140

73

4.70

6.90

12.90

IPE160

160

82

5.00

7.40

15.80

IPE180

180

91

5.30

8.00

18.80

IPE200

200

100

5.60

8.50

22.40

IPE220

220

110

5.90

9.20

26.20

IPE240

240

120

6.20

9.80

30.70

IPE270

270

135

6.60

10.20

36.10

IPEAA80

80

46

3.20

4.20

4.95

IPEAA100

100

55

3.60

4.50

6.72

IPEAA120

120

64

3.80

4.80

8.36

IPEAA140

140

73

3.80

5.20

10.05

IPEAA160

160

82

4.00

5.60

12.31

IPEAA180

180

91

4.30

6.50

15.40

IPEAA200

200

100

4.50

6.70

17.95

IPE/IPEAA

Applications of IPE/IPEAA Beam Steel

IPE/IPEAA Beam Steel are widely used in various construction structures, bridges, autos, brackets, mechanisms and so on.

Packing & Delivery Terms of IPE/IPEAA Beam Steel

1. Package: All the IPE/IPEAA Beam Steel will be tired by wire rod in bundles

2. Bundle weight: not more than 3.5MT for bulk vessel; less than 3 MT for container load

3. Marks:

Color marking: There will be color marking on both end of the bundle for the cargo delivered by bulk vessel. That makes it easily to distinguish at the destination port.

Tag mark: there will be tag mark tied up on the bundles. The information usually including supplier logo and name, product name, made in China, shipping marks and other information request by the customer.

If loading by container the marking is not needed, but we will prepare it as customer request.

4. Shipment: In containers or in bulk cargo

IPE/IPEAA Beams

IPE/IPEAA Beam

5. Delivery time: All the IPE/IPEAA Beam Steel will be at the port of the shipment within 45 days after receiving the L/C at sight ot the advance pyment.

6. Payment: L/C at sight; 30% advance payment before production, 70% before shipment by T/T, etc.

Production flow of IPE/IPEAA Beams

Material prepare (billet) —heat up—rough rolling—precision rolling—cooling—packing—storage and transportation

IPE/IPEAA

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Q:What is the difference between I-beam and H steel?
The difference and application description of H steel and I-beamI-steel whether ordinary or light, because the section size are relatively high and narrow, so the moment of inertia of the main sections of the two sleeve is large, therefore, generally only can be directly used in the web plane bending member or the composition of lattice stress components. It is not suitable for the axial compression member or the bent member perpendicular to the web plane, which has great limitations in its application.H section steel is a kind of economical and economical cutting surface profile (other cold bending thin wall steel, pressed steel plate, etc.). Because of the reasonable cross-section shape, they can make steel more effective and improve the bearing capacity. Unlike ordinary I-beam, the flange of H steel is widened, and the inner and outer surfaces are usually parallel so that it is easy to connect with high strength bolts and other components. Its size constitutes a reasonable series, complete model, easy to design and use. (in addition to crane girders)The flanges of H steel are all of equal thickness, there is a rolling cross section, and there is a combined section composed of 3 plates welded together. I-beam is a rolling cross section, due to poor production process, flange within the edge of the 1:10 slope. H type steel rolling is different from ordinary I-beam with only one set of horizontal roll, because of its wide flange and no inclination (or inclination is to be very small), a group of vertical roll and roll, therefore, the rolling process and equipment than the conventional mill complex. The maximum rolled H steel produced in China can be 800mm high and can only be welded composite sections.
Q:How about 5 tons of crane rail fixed on I-steel
First, the pressure plate shall be punched on i-beam. Second the guide rail is screwed with a hook screw and third is welded directly with the welding pressure plate
Q:What's the meaning of the steel structure "I-beam 150x8 400x10 flange Web"?
Web height 400, thickness 10. It's not economical to know why the designer chose flange thickness to be thinner than the web. This is not the same as the standard steel table. I suggest you understand clearly, then make, generally choose standard H section steel or I-beam, both convenient design and convenient construction procurement.
Q:Standard for welding quality of I-beam
The standard joint of the I-beam butt joint is inclined with a front angle of 30 degrees and two butt joint, and a plate is added on both sides during the safe period. welding technologyThe flanges of H steel are all of equal thickness, there is a rolling cross section, and there is a combined section composed of 3 plates welded together. Ordinary I-beam is a rolling section, due to poor production process, flange inside the edge of the 1:10 slope. H type steel rolling is different from ordinary I-beam with only one set of horizontal roll, because of its wide flange and no inclination (or inclination is to be very small), a group of vertical roll and roll, therefore, the rolling process and equipment than the conventional mill complex. The maximum rolled H steel produced in China can be 800mm high and can only be welded composite sections.
Q:What span is the maximum span for I-beam?
1. determine the steel beam span, load point position and weight, make the bending moment diagram, and calculate the maximum bending moment M (MAX)2. general I-beam material is Q235, sigma (s) =2400KG/CM2, determine safety factor, generally take 1.7, [Sigma]=2400/1.7=1412KG/CM23.M (MAX) /]<=W (x), to meet the strength. W (x) refer to the mechanical design handbook for the bending modulus of i-beam.
Q:What kind of low carbon steel or medium carbon steel are they?
Low carbon steel (low carbon steel) as the carbon content of less than 0.25% of the carbon steel, because of its low strength, low hardness and soft, it is also called the mild steel. It includes most of the ordinary carbon structural steel and some high-quality carbon structural steel, most of which are not used for engineering structural parts without heat treatment. Some of them are used for wear-resistant mechanical parts after carburizing and other heat treatment.
Q:Own attic, choose I-beam or channel?
With I-shaped, the I-shaped force is large and firm.I-steel whether ordinary or light, because the section size are relatively high and narrow, so the moment of inertia of section two of the spindle is larger, so it only can be directly used in the web plane bending member or the composition of lattice stress components. It is not suitable for the axial compression member or the bent member perpendicular to the web plane, which has great limitations in its application.
Q:Why is I-beam good in steel?
I can't say which one is good. Most of the I-beam is solid, and if the square steel is also solid, from the material savings interpretation, then I will save half of the material.
Q:Span 3.6 meters, 3.7 meters long, with I-beam or channel steel as an interlayer, put wood on board, live, please ask what the use of large I-beam or channel, how much space?
First, calculate with a i-beam. W=49m check No. 10 steel fand section modulus and weight of unit length of g=11.25kg/m=0.1125kg/cm. Mechanical design provisions for ordinary I-beam, allowable stress of =1400kg/c square meters. That is, a single I-beam can withstand the bending moment M=49 * 1400=68600kg-cm, while the weight of the I-beam is m=4568.91kg-cm, so the single I-beam can only withstand the bending moment of M1=68600-4568.91=64031.1kg-cm.
Q:What's the difference between I-beam and H section steel?
H type steel with flange width, and narrow distinction, respectively represented by HW, HM, HN and web and flange size, species diversity, such as HM500x300x11x15, on behalf of waist high 500mm, 11mm thickness, flange width 300mm, thickness 18mm, this is in fact the theory of value with the actual deviation.

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