• IPE/IPEAA beams for sale System 1
  • IPE/IPEAA beams for sale System 2
  • IPE/IPEAA beams for sale System 3
IPE/IPEAA beams for sale

IPE/IPEAA beams for sale

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Loading Port:
Shanghai
Payment Terms:
TT OR LC
Min Order Qty:
25 m.t.
Supply Capability:
10000 m.t./month

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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

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.


 

Q: How do steel I-beams perform in seismic regions?
Steel I-beams are widely recognized for their high strength and durability, making them a popular choice for construction in seismic regions. The performance of steel I-beams in seismic regions is generally excellent, as they possess several characteristics that make them well-suited to withstand earthquake forces. Firstly, steel I-beams have a high strength-to-weight ratio, meaning they can support heavy loads without being excessively heavy themselves. This is crucial in seismic regions, where buildings need to be designed to withstand lateral forces generated during an earthquake. The lightweight nature of steel I-beams allows for flexible and efficient structural systems that can better absorb and dissipate seismic energy. Secondly, steel is known for its ductility, which is the ability to undergo large deformations without losing its load-carrying capacity. In seismic regions, buildings must be able to absorb and dissipate the energy generated by ground shaking. Steel I-beams possess this ductility, allowing them to bend and yield under seismic forces, effectively dissipating the energy and preventing catastrophic failures. Additionally, steel I-beams can be designed to have excellent connection details, ensuring that they can effectively transfer forces between beams and columns. This is particularly important in seismic regions, where the connections between structural members need to be robust enough to resist the significant lateral forces generated during an earthquake. Furthermore, steel has a predictable and consistent material behavior, which allows for accurate analysis and design of structures in seismic regions. Engineers can utilize advanced computer modeling and simulation techniques to assess the performance of steel I-beams under seismic loads, ensuring their ability to withstand and safely dissipate the forces generated during an earthquake. In conclusion, steel I-beams perform exceptionally well in seismic regions due to their high strength-to-weight ratio, ductility, excellent connection details, and predictable material behavior. These characteristics make steel I-beams a reliable choice for constructing earthquake-resistant buildings. However, it is important to note that proper design, detailing, and construction techniques are crucial to ensure optimal performance of steel I-beams in seismic regions.
Q: How do I calculate the difference between rail steel and angle steel, channel steel and I-beam?
Rail steel is of high strength low alloy steel, it also has a special performance requirements, is a small thermal expansion coefficient, which is now the high-speed driving conditions, in order to reduce the collision between the wheel and rail wear and rail length ratio
Q: How do steel I-beams perform in terms of sound transmission?
Steel I-beams are generally poor at sound transmission due to their dense and rigid structure. The solid steel construction helps to minimize sound waves passing through them, making them effective in reducing sound transmission.
Q: How are steel I-beams sized and classified?
Steel I-beams are sized and classified based on their dimensions, particularly their depth, width, and weight per foot. The size and classification of steel I-beams are determined by industry standards and specifications, such as the American Institute of Steel Construction (AISC) standards. These standards ensure that I-beams are designed and manufactured to support specific loads and structural requirements.
Q: What are the factors to consider when designing connections for steel I-beams?
When designing connections for steel I-beams, several factors need to be considered to ensure the structural integrity and overall safety of the structure. Here are some of the key factors to consider: 1. Load and stress distribution: It is important to carefully analyze the loads and stresses that the I-beams will be subjected to. This includes considering both static and dynamic loads, as well as the potential for any additional loads in the future. The connection design should be able to efficiently distribute these loads and stresses across the beams and connecting elements. 2. Connection type: There are various connection types available for steel I-beams, such as bolted, welded, or a combination of both. Each type has its own advantages and limitations, and the choice of connection type should be based on factors such as load requirements, ease of installation, accessibility, and potential for future modifications or disassembly. 3. Compatibility with the surrounding structure: The connection design should be compatible with the overall structural system and any existing connections. It should not create any conflicting or detrimental effects on the surrounding elements or compromise the performance of the entire structure. 4. Connection strength and rigidity: The connection should be designed to provide sufficient strength and rigidity to resist the applied loads and prevent any excessive deflection or deformation. This involves considering the capacity of the connected elements and ensuring that the connection can transfer the loads without failure or excessive movement. 5. Material compatibility: The materials used for the connection elements, such as bolts, welds, or plates, should be compatible with the steel I-beams and have similar mechanical properties. This ensures that the connection can effectively transfer the loads and withstand any potential forces or deformations. 6. Ease of fabrication and installation: The connection design should be practical and feasible to fabricate and install in a cost-effective and timely manner. This includes considering factors such as ease of access, standardization of connection details, and the availability of skilled labor or equipment for fabrication and installation. 7. Maintenance and future modifications: It is important to consider the ease of maintenance and any potential future modifications to the connection. This includes access for inspection, repair, or replacement of components, as well as the ability to accommodate any changes or additions to the structure. By considering these factors, engineers can design connections for steel I-beams that meet the required performance criteria and ensure the long-term durability and safety of the structure.
Q: How do steel I-beams perform in terms of seismic isolation?
Due to their strength and durability, steel I-beams are widely utilized in construction. However, their effectiveness in seismic isolation falls short in comparison to other structural systems that are specifically designed for seismic resistance. The absence of inherent flexibility and damping characteristics in steel I-beams is a major contributing factor to this issue. These characteristics are crucial in absorbing and dissipating the energy generated during an earthquake. Consequently, steel I-beams experience significant stress, deformation, and potential failure when subjected to lateral forces and ground accelerations during seismic events. In contrast, seismic isolation systems are engineered to minimize the transmission of seismic forces to the superstructure. These systems encompass various devices, such as isolators, dampers, or base isolators, which provide flexibility and energy dissipation, effectively isolating the structure from ground motion. Although steel I-beams can be designed to withstand seismic forces by incorporating additional measures like cross-bracing or moment frames, they are not as effective as dedicated seismic isolation systems. These additional measures can increase the overall stiffness of the structure, potentially resulting in higher forces transmitted to the building and its occupants during an earthquake. In conclusion, while steel I-beams are commonly used in construction due to their strength, they are not designed specifically for seismic isolation. For structures in areas prone to seismic activity, it is advisable to consider dedicated seismic isolation systems that are engineered to provide superior performance and protection during seismic events.
Q: Can steel I-beams be used for shipbuilding?
Indeed, shipbuilding can indeed utilize steel I-beams. The utilization of steel I-beams is frequent in shipbuilding as they possess exceptional strength and durability. They serve to provide structural reinforcement and stability to the ship's framework. Typically, the I-beams find application in the construction of crucial elements, including the ship's hull, decks, bulkheads, and other essential components. The steel material employed in the production of I-beams possesses resistance to corrosion, a vital characteristic for ships operating in saltwater environments. Furthermore, steel I-beams offer ease of fabrication and assembly, rendering them a cost-effective option for shipbuilding.
Q: What are the different grades of steel used in manufacturing I-beams?
I-beams in manufacturing commonly use several grades of steel. These grades comprise A36, A572, A992, and A588. A36 steel, due to its strength and versatility, is the most frequently utilized grade for I-beams. It possesses a minimum yield strength of 36,000 psi and a minimum tensile strength ranging from 58,000 to 80,000 psi. A36 steel finds extensive application in construction and structural uses. A572 steel, another favored grade for I-beams, particularly in the construction sector, possesses a minimum yield strength of 50,000 psi and a minimum tensile strength ranging from 65,000 to 85,000 psi. A572 steel is renowned for its high strength and excellent weldability. A992 steel, a relatively new grade, has gained increasing popularity in recent years. It possesses a minimum yield strength of 50,000 psi and a minimum tensile strength ranging from 65,000 to 85,000 psi. A992 steel offers improved strength and durability compared to A36 and A572, making it suitable for a diverse range of applications. A588 steel, a grade with high strength and low alloy content, frequently finds use in structural applications like bridges and buildings. It possesses a minimum yield strength of 50,000 psi and a minimum tensile strength ranging from 70,000 to 95,000 psi. A588 steel is renowned for its corrosion resistance and ability to withstand harsh environmental conditions. In conclusion, the selection of the steel grade for I-beam manufacturing relies on project-specific requirements, encompassing strength, durability, and corrosion resistance.
Q: How do you calculate the bending deflection due to axial load in a steel I-beam?
To calculate the bending deflection due to axial load in a steel I-beam, you would need to consider the beam's geometry, material properties, and applied load. The following steps outline the process: 1. Determine the geometry: Measure the dimensions of the I-beam, including the height (h), width of the flange (b), thickness of the flange (tf), and thickness of the web (tw). 2. Calculate the moment of inertia: The moment of inertia, denoted as I, quantifies the resistance of the beam to bending. It can be calculated using the formula: I = (1/12) * b * h^3 - (1/12) * (b - tw) * (h - 2 * tf)^3. This formula takes into account the I-beam's cross-sectional shape. 3. Determine the modulus of elasticity: The modulus of elasticity, denoted as E, represents the stiffness of the steel material. It is typically provided in material specifications or can be obtained through testing. 4. Calculate the bending stress: The bending stress, denoted as σ, can be determined using the formula: σ = M * c / I, where M is the moment due to the axial load and c is the distance from the centroid of the cross-section to the extreme fiber. 5. Determine the axial load: The axial load, denoted as P, is the force applied along the longitudinal axis of the beam. It can be obtained from the load analysis or structural design. 6. Calculate the bending deflection: The bending deflection, denoted as δ, can be calculated using the formula: δ = (P * L^3) / (3 * E * I), where L is the span length of the beam. This formula represents the Euler-Bernoulli beam theory for deflection due to axial load. By following these steps, you can calculate the bending deflection in a steel I-beam caused by axial load. It is important to note that this calculation assumes linear elastic behavior and neglects factors such as shear deformation and local buckling, which may require more advanced analysis techniques.
Q: What can I do with welded I-beam and welded H?
I-beam is generally rolled, the so-called welding "I-beam" may be called incorrect. "Welded H" steel refers to the three plates welded into H shape, as load-bearing components

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