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Steel Bridge
In the dynamic realm of construction and infrastructure development, adaptability and reliability are critical to project success. The versatile steel trestle bridge emerges as a game-changing solution, seamlessly fitting into diverse scenarios and addressing the unique challenges of modern building and infrastructure initiatives.
One of the primary strengths of steel trestle bridges in construction lies in their ability to navigate complex terrains. Whether projects are situated in mountainous regions with uneven land, wetland areas prone to flooding, or urban sites with limited space, these bridges can be tailored to span obstacles. For instance, in road construction projects crossing narrow valleys, steel trestle bridges provide a stable passage for heavy construction vehicles and materials, eliminating the need for time-consuming and costly permanent foundation work in hard-to-reach areas.
In infrastructure development, such as railway expansion or water pipeline installation, steel trestle bridges offer unmatched flexibility. Their modular design allows for easy adjustment of length, height, and load capacity to match specific project needs. During railway upgrades, for example, temporary steel trestle bridges can be erected to maintain train traffic while old tracks are replaced, minimizing disruptions to public transportation. Similarly, in water infrastructure projects, they serve as temporary access routes for workers and equipment to lay pipelines across rivers or canals.
Beyond functionality, steel trestle bridges also contribute to cost and time efficiency in construction and infrastructure projects. Their prefabricated components can be manufactured off-site, reducing on-site construction time and labor costs. Additionally, after project completion, many steel trestle bridges can be disassembled and reused in other initiatives, lowering material waste and overall project expenses.
In summary, the versatile steel trestle bridge is a cornerstone of modern construction and infrastructure development. Its ability to adapt to diverse terrains, support various project requirements, and enhance efficiency makes it an indispensable tool, driving progress and ensuring the smooth execution of critical building and infrastructure tasks.
| CB200 Truss Press Limited Table | |||||||||
| NO. | Internal Force | Structure Form | |||||||
| Not Reinforced Model | Reinforced Model | ||||||||
| SS | DS | TS | QS | SSR | DSR | TSR | QSR | ||
| 200 | Standard Truss Moment(kN.m) | 1034.3 | 2027.2 | 2978.8 | 3930.3 | 2165.4 | 4244.2 | 6236.4 | 8228.6 |
| 200 | Standard Truss Shear (kN) | 222.1 | 435.3 | 639.6 | 843.9 | 222.1 | 435.3 | 639.6 | 843.9 |
| 201 | High Bending Truss Moment(kN.m) | 1593.2 | 3122.8 | 4585.5 | 6054.3 | 3335.8 | 6538.2 | 9607.1 | 12676.1 |
| 202 | High Bending Truss Shear(kN) | 348 | 696 | 1044 | 1392 | 348 | 696 | 1044 | 1392 |
| 203 | Shear Force of Super High Shear Truss(kN) | 509.8 | 999.2 | 1468.2 | 1937.2 | 509.8 | 999.2 | 1468.2 | 1937.2 |
| CB200 Table of Geometric Characteristics of Truss Bridge(Half Bridge) | ||||
| Structure | Geometric Characteristics | |||
| Geometric Characteristics | Chord Area(cm2) | Section Properties(cm3) | Moment of Inertia(cm4) | |
| ss | SS | 25.48 | 5437 | 580174 |
| SSR | 50.96 | 10875 | 1160348 | |
| DS | DS | 50.96 | 10875 | 1160348 |
| DSR1 | 76.44 | 16312 | 1740522 | |
| DSR2 | 101.92 | 21750 | 2320696 | |
| TS | TS | 76.44 | 16312 | 1740522 |
| TSR2 | 127.4 | 27185 | 2900870 | |
| TSR3 | 152.88 | 32625 | 3481044 | |
| QS | QS | 101.92 | 21750 | 2320696 |
| QSR3 | 178.36 | 38059 | 4061218 | |
| QSR4 | 203.84 | 43500 | 4641392 | |
In the dynamic realm of construction and infrastructure development, adaptability and reliability are critical to project success. The versatile steel trestle bridge emerges as a game-changing solution, seamlessly fitting into diverse scenarios and addressing the unique challenges of modern building and infrastructure initiatives.
One of the primary strengths of steel trestle bridges in construction lies in their ability to navigate complex terrains. Whether projects are situated in mountainous regions with uneven land, wetland areas prone to flooding, or urban sites with limited space, these bridges can be tailored to span obstacles. For instance, in road construction projects crossing narrow valleys, steel trestle bridges provide a stable passage for heavy construction vehicles and materials, eliminating the need for time-consuming and costly permanent foundation work in hard-to-reach areas.
In infrastructure development, such as railway expansion or water pipeline installation, steel trestle bridges offer unmatched flexibility. Their modular design allows for easy adjustment of length, height, and load capacity to match specific project needs. During railway upgrades, for example, temporary steel trestle bridges can be erected to maintain train traffic while old tracks are replaced, minimizing disruptions to public transportation. Similarly, in water infrastructure projects, they serve as temporary access routes for workers and equipment to lay pipelines across rivers or canals.
Beyond functionality, steel trestle bridges also contribute to cost and time efficiency in construction and infrastructure projects. Their prefabricated components can be manufactured off-site, reducing on-site construction time and labor costs. Additionally, after project completion, many steel trestle bridges can be disassembled and reused in other initiatives, lowering material waste and overall project expenses.
In summary, the versatile steel trestle bridge is a cornerstone of modern construction and infrastructure development. Its ability to adapt to diverse terrains, support various project requirements, and enhance efficiency makes it an indispensable tool, driving progress and ensuring the smooth execution of critical building and infrastructure tasks.
| CB200 Truss Press Limited Table | |||||||||
| NO. | Internal Force | Structure Form | |||||||
| Not Reinforced Model | Reinforced Model | ||||||||
| SS | DS | TS | QS | SSR | DSR | TSR | QSR | ||
| 200 | Standard Truss Moment(kN.m) | 1034.3 | 2027.2 | 2978.8 | 3930.3 | 2165.4 | 4244.2 | 6236.4 | 8228.6 |
| 200 | Standard Truss Shear (kN) | 222.1 | 435.3 | 639.6 | 843.9 | 222.1 | 435.3 | 639.6 | 843.9 |
| 201 | High Bending Truss Moment(kN.m) | 1593.2 | 3122.8 | 4585.5 | 6054.3 | 3335.8 | 6538.2 | 9607.1 | 12676.1 |
| 202 | High Bending Truss Shear(kN) | 348 | 696 | 1044 | 1392 | 348 | 696 | 1044 | 1392 |
| 203 | Shear Force of Super High Shear Truss(kN) | 509.8 | 999.2 | 1468.2 | 1937.2 | 509.8 | 999.2 | 1468.2 | 1937.2 |
| CB200 Table of Geometric Characteristics of Truss Bridge(Half Bridge) | ||||
| Structure | Geometric Characteristics | |||
| Geometric Characteristics | Chord Area(cm2) | Section Properties(cm3) | Moment of Inertia(cm4) | |
| ss | SS | 25.48 | 5437 | 580174 |
| SSR | 50.96 | 10875 | 1160348 | |
| DS | DS | 50.96 | 10875 | 1160348 |
| DSR1 | 76.44 | 16312 | 1740522 | |
| DSR2 | 101.92 | 21750 | 2320696 | |
| TS | TS | 76.44 | 16312 | 1740522 |
| TSR2 | 127.4 | 27185 | 2900870 | |
| TSR3 | 152.88 | 32625 | 3481044 | |
| QS | QS | 101.92 | 21750 | 2320696 |
| QSR3 | 178.36 | 38059 | 4061218 | |
| QSR4 | 203.84 | 43500 | 4641392 | |