Hot rolled steel H beams for sale

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Loading Port:
Shanghai
Payment Terms:
TT OR LC
Min Order Qty:
25 m.t.
Supply Capability:
30000 m.t./month

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Product Description:

Specifications of Hot Rolled Structural Steel H Beam

1. Standard: GB700-88, Q235B2.

2. Grade: Q235, SS400 or Equivalent

3. Length: 6m,10m, 12m as following table

4. Invoicing on theoretical weight or actual weight as customer request

5.Payment: TT or L/C

6. Sizes:

   

SIZEmm

DIMENSIONkg/m

100*100

16.9

125*125

23.6

150*75

14

150*150

31.1

148*100

20.7

198*99

17.8

200*100

20.9

248*124

25.1

250*125

29

 

Usage & Applications of Hot Rolled Structural Steel H Beam

Commercial building structure ;Pre-engineered buildings; Machinery support structure; Prefabricated structure; Medium scale bridges; Ship-building structure. etc.

 

Packaging & Delivery of Hot Rolled Structural Steel H Beam

1. Packing: it is nude packed in bundles by steel wire rod

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. Transportation: the goods are delivered by truck from mill to loading port, the maximum quantity can be loaded is around 40MTs by each truck. If the order quantity cannot reach the full truck loaded, the transportation cost per ton will be little higher than full load.

5. Delivered by container or bulk vessel

 

Production flow of Hot Rolled Structural Steel H Beam

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

 

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Q:Does the cross section of corrugated steel H have this section in PKPM?
At present, the Bowen of the corrugated web is a waveform determined by rigorous tests (which can be trapezoidal, sinusoidal, rectangular, discounted, etc.)
Q:H steel compared with ordinary steel in the end what are the advantages and disadvantages?
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:What is the height of the four fillet welds in H steel submerged arc welding, such as H600*300*6*12?
The plate thickness is 6 and 12 respectively, and the fillet weld value is the same as the thickness of the thin plate (when the design does not require)
Q:How can the steel posts of different types of H steel be butted?
The same type of H steel, steel column butt joint, bolted or welded joint or all welded joints.
Q:Which is better, I-beam or HN steel?
Section H steelConvenient drilling, stiffening plate and other additional processesThe thickness of the two legs is inconsistent
Q:What is the length of the butt joint of H steel? What is the minimum requirement?
If the H type steel welding, to avoid flange and web seam in the same section, upper and lower flange splicing and splicing of webs staggered position should be more than 200 mm, flange splicing length should not be less than 2 times the width of the plate (this confused with steel butt not), web splicing width of not less than 300 mm. The length of not less than 600 mm.
Q:Calculation method of H steel area
Web section = plate thickness * widthWing plate area = plate thickness * width *2 (2 wing plates)H sectional area = web cross section + wing section area
Q:How is the weight of H steel calculated?
RA=RB=P/2 Mc=Mmax=Pl/4 fc=fmax=Pl^3/48EI A= B=Pl^2/16EI symbol and theta theta P - Q - N; concentrated load, uniform load, N; R - bearing force, the direction of the action is positive, N; M - bending moment, the compression of the upper section, lower tension is positive, Nm; Q, the shear. The adjacent section of the torque in a clockwise direction is positive, N; F, deflection, downward displacement is positive, mm; angle theta, clockwise rotation as positive degrees; E - Gpa; I - elastic modulus, cross-sectional moment of inertia, m^4; L = x/. =x'/l, zeta, alpha beta gamma = a/l, =b/l, =c/l from two aspects: first, from the beam considering shear stress second, the bending stress is considered. The maximum available shear strength of steel can be found from the steel sheet, T, Tmax=Q/Ib[BH^2/8-< (B-b), h^2>/8]: Tmax is the maximum shear strength. The maximum shear load of the beam can be calculated by replacing the available shear strength T. Q is the uniformly distributed load, and the section moment of inertia of I is B, which can be found in the steel table. (cm^4) the maximum width of the section of i-beam. B is the minimum width of I-beam section, h is the height of minimum width section of i-beam. H is the calculation of the height normal stress of the maximum width section of I-beam: Ysigma=M/W, M=, maximum bending moment = load, travel distance, W= flexural modulus. With the maximum allowable stress of Ysigma=, the maximum value of the load can be obtained.
Q:What's the difference between welded H - section steel and high frequency welded H - section steel and hot rolled H section steel?
The shunt end piece (T profiles, H59 1 brass) two pieces with the resistance sheet (thickness of 1.5, 20 wide, 45 long, 5 pieces of copper manganese); in high frequency heating mode; copper phosphorus solder welding; brazing process requirements: less than or equal to 1min, focused on solving the problem: positioning and welding (before brazing the process of using gas welding method). The main technical and economic indicators: after welding product surface without oxidation, the welding quality is higher than that of gas welding; resistance welding end pieces and reliable, welding without melting and deformation resistance; ensure shunt; the production efficiency is increased by two times.
Q:In the steel-concrete composite beam, how to choose the type of steel if H steel is used?
GB50017 code for design of steel structure; detail drawing of steel structure joints of high-rise civil buildings; 01SG519; steel reinforced concrete composite structure atlas 04SG523

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