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Galvanized Steel Frame Bridge With High Strength / Customized Steel Structure Bridge

Categories Bailey Bridge
Brand Name: Zhonghai Bailey Bridge
Model Number: CB200/CB321
Certification: IS09001, CE
Place of Origin: China
MOQ: 1 Pcs
Price: USD 95-450
Payment Terms: L/C,D/P,T/T
Supply Ability: 60000ton/year
Delivery Time: 8-10 work days
Packaging Details: Naked
Standard: ASTM,GB,BS,BV
Packing: Packing in Containers or Bulk
OEM: Specialized
Grade: Q355B
Secondary Steel: GB Q235
Corrosion Prevention: Galvanization Or Painting
Structure Type: Steel Bridge
Surface: Galvanized
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Galvanized Steel Frame Bridge With High Strength / Customized Steel Structure Bridge

Steel Frame Bridge With High Strength/customized Steel Structure Bridge


Steel's ductility plays a crucial role in bridge design, particularly in ensuring the structural integrity and safety of the bridge. Ductility refers to the ability of a material to deform under tensile stress without fracturing. Here’s how ductility impacts bridge design:


1. **Energy Absorption**
Ductile materials can absorb and dissipate energy during deformation. This property is particularly important in bridges, as it allows the structure to absorb and redistribute the energy from dynamic loads such as wind, earthquakes, and heavy traffic. This energy absorption helps prevent sudden failure and ensures that the bridge can withstand extreme conditions without catastrophic collapse.


2. **Redistribution of Stresses**
Ductility allows steel to deform plastically under stress, which helps redistribute stresses within the structure. In the event of localized overloading or damage, ductile materials can deform rather than fracture, preventing the propagation of cracks and allowing the structure to maintain its overall stability. This is particularly important in areas prone to seismic activity or where the bridge may experience sudden impacts.


3. **Fatigue Resistance**
Bridges are subjected to repetitive loading, which can lead to fatigue failure over time. Ductile materials are more resistant to fatigue because they can deform slightly under cyclic loading without developing critical cracks. This ability to withstand repeated stress cycles without failure is essential for the long-term durability and safety of the bridge.


4. **Design Flexibility**
Ductility allows for more flexible design options. Engineers can design bridges with thinner sections and longer spans, knowing that the material will deform rather than fail under stress. This flexibility enables more efficient use of materials and can lead to cost savings in construction.


5. **Safety Margin**
Ductile materials provide a safety margin in design. In the event of an unexpected overload or structural damage, ductile steel can deform significantly before failing, providing time for intervention or evacuation. This safety margin is crucial for ensuring the safety of bridge users and the surrounding environment.


6. **Weldability and Fabrication**
Ductile steel is easier to weld and fabricate, which is important for the construction of complex bridge structures. The ability to form and join steel components without causing brittleness or cracking ensures that the bridge can be assembled with high precision and reliability.


Conclusion
The ductility of steel is a critical factor in bridge design, providing essential safety features and enhancing the bridge's ability to withstand various types of loading and environmental conditions. By choosing ductile steel, engineers can design bridges that are not only strong and durable but also capable of absorbing and redistributing stresses, ensuring long-term safety and reliability.




Specifications:

CB321(100) Truss Press Limited Table
No.Lnternal ForceStructure Form
Not Reinforced ModelReinforced Model
SSDSTSDDRSSRDSRTSRDDR
321(100)Standard Truss Moment(kN.m)788.21576.42246.43265.41687.533754809.46750
321(100)Standard Truss Shear (kN)245.2490.5698.9490.5245.2490.5698.9490.5
321 (100) Table of geometric characteristics of truss bridge(Half bridge)
Type No.Geometric CharacteristicsStructure Form
Not Reinforced ModelReinforced Model
SSDSTSDDRSSRDSRTSRDDR
321(100)Section properties(cm3)3578.57157.110735.614817.97699.115398.323097.430641.7
321(100)Moment of inertia(cm4)250497.2500994.4751491.62148588.8577434.41154868.81732303.24596255.2

​​

CB200 Truss Press Limited Table
NO.Internal ForceStructure Form
Not Reinforced ModelReinforced Model
SSDSTSQSSSRDSRTSRQSR
200Standard Truss Moment(kN.m)1034.32027.22978.83930.32165.44244.26236.48228.6
200Standard Truss Shear (kN)222.1435.3639.6843.9222.1435.3639.6843.9
201High Bending Truss Moment(kN.m)1593.23122.84585.56054.33335.86538.29607.112676.1
202High Bending Truss Shear(kN)3486961044139234869610441392
203Shear Force of Super High Shear Truss(kN)509.8999.21468.21937.2509.8999.21468.21937.2

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CB200 Table of Geometric Characteristics of Truss Bridge(Half Bridge)
StructureGeometric Characteristics
Geometric CharacteristicsChord Area(cm2)Section Properties(cm3)Moment of Inertia(cm4)
ssSS25.485437580174
SSR50.96108751160348
DSDS50.96108751160348
DSR176.44163121740522
DSR2101.92217502320696
TSTS76.44163121740522
TSR2127.4271852900870
TSR3152.88326253481044
QSQS101.92217502320696
QSR3178.36380594061218
QSR4203.84435004641392


Advantage

Possessing the features of simple structure,
convenient transport, speedy erection
easy disassembling,
heavy loading capacity,
great stability and long fatigue life
being capable of an alternative span, loading capacity



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