I BEAM

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Specifications of IPE/IPEAA Beam Steel

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 does "I-beam 125A" mean?
The specifications are expressed in terms of waist height (H) * leg width (b) * waist thickness (d), such as "work 160*88*6", which means that the waist height is 160 mm, the width of the leg is 88 mm, and the waist thickness is 6 mm. The specifications of I-beam can also be expressed by type. The number of centimeters is indicated by the model, such as "work 16", which means waist height is 16cm.
Q:What is the difference between the support of shed support and the support of joist support in coal mine?
I-beam is more stable, and I-beam is used in the mine with high pressure and deep well.The joist shed is mainly used for permanent support.
Q:What is the supply length of 30# I-beam?
The supply length of 30# I-beam is usually 12 meters. The length of the steel bar is generally 9m and 12m; the length of the I-beam and H section steel is generally 12m; the factory length of the angle steel is generally 6 meters; the common length of the channel steel is 6 meters, /8 meters and /9 meters.
Q:Are I-beam and H steel the same thing?
I-beam and H steel are not the same thing, there is a difference.
Q:How do I weld 3 steel plates into I-beam?
The specific process in accordance with the above method to compile the process, select the electrode, usually use manual electric arc welding, welding and assembly can be used after the whole assembly welding, high efficiency to do so, but when welding workpiece rigidity, easy to crack, but also can be used two times forming and welding approach, namely the first floor and the middle the vertical plate welding, welding significantly less rigidity, such as bending deformation after welding is obvious, timely correction, and then welding another piece of plate (for welding to create good working conditions, semi-finished products will have a good welding reverse welding).
Q:No. 20 I-beam boasts 7.5 meters. How many tons can it take in the middle?
Ordinary I-beam, light I-beam flange is variable cross-section, depending on the thickness of the web, the external thin; H steel: HW, HM, HN, HEA, HEB, HEM and so on, the flange of I-beam is a uniform sectionOrdinary I-beam, lightweight I-beam has formed the national standard, the common 10# I-beam is equivalent to the Internet I100 (such as 10# also channel equivalent channel (U100) for the implementation of the standards of different countries, which have subtle differences in their specifications)
Q:How do I connect two lengths of I-beam?
A butt weld of 45 degrees is ok. The quality requirement of welding seam is level 1.
Q:How many kilograms per kilo is I-beam 16?
I-beam is also called steel girder (English name Universal Beam). It is a strip of steel with an I-shaped section. I-beam is made of ordinary I-beam and light i-beam. It is a section steel whose shape is trough.
Q:What is the difference between I-beam and H steel?
I like the name suggests, is a kind of I-shaped section steel flange on the inner surface of slope is generally 1:6, the flange and the thickness of thin, resulting in two main characteristics of I-beam section plane is huge, just to play strength characteristics in the application. Although there has been a thicker I-beam on the I-beam market, the structure of I-beam has decided its torsional performance.
Q:Does the 22# B I-beam length not need to overlap, local patches can find what standard?
According to the thickness of the section steel and the importance of the component, there are two ways. 1. Align and leave the gap; after welding, weld the plate on the web along the circumference; and then, the butt welding of the web shall be 45 degrees oblique (flange shall not be oblique cut). No matter, the weld should be after checking, and draw the detail construction. 1 on the iron two in the cross 1/3 overlap, the center to the center of the joint length of more than 1.3 times, the length of overlap is 50% stagger, if the center of overlap to the center is not more than 1.3 times, lap length is 100% overlap! The joint area has nothing to do with the construction of the lumbar tendon

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