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Donald McwayneGood team members always offer budget in time and answer questions with patience, great job!
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Joseph AlexanderI am feeling fully respected when taking with Grace and she always gave the best advice. The first batch of the bridge panels got are great too. thanks all.
Truss Span Steel Girder Bridge Construction Composite Railway Bridges Train Railroad

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xApplication | Steel Structure Bridge,warehouse,workshop | Warranty | One Year For Main Parts |
---|---|---|---|
After-sales Service Provided | Engineers Available To Service Machinery Overseas,Field Installation,commissioning And Training,Online Support | Product Name | China Design Factory Double Girder Bridge Overhead 50 Ton Crane,Double Girder Bridge Mechanical Grapple Crane |
Surface Treatment | Hot Dip Galvanized And Painted | Grade | Q235 Q345 & Q355B Steel |
Performance | Safety, Convenient, Install Easily Etc. | ||
High Light | steel girder railroad bridge,steel girder train bridge,steel truss girder bridge |
Steel Truss Bridge Steel Box Girder Bridge Ready Made Construction Bridge heavy steel structure
About Bailey Bridge
Bailey bridge is used when there is a need to cross an obstacle for a certain time period. This is often in case of military operations, during or after natural disasters replacement or renovation of consistent bridges or in unusually areas like the movie industry.
The function also differs on differs on different users of the bridge which could be pedestrians, common vehicles (car, bus, truck), heavy military equipment (tank) or the railway.
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 |
Plate girders
The use of plate girders gives scope to vary the girder sections to suit the loads carried at different positions along the bridge. The designer is free to choose the thickness of web and size of flange to suit the internal forces at different positions along the length of the span, though it must be remembered that too many changes may not lead to economy, because of the additional fabrication work. Splices are expensive, whether bolted or welded.
Most often, the girders have parallel flanges, that is, they have a constant depth. However, with plate girders, the designer can also choose to vary the depth of the girder along its length. For longer spans it is quite common to increase the girder depth over intermediate supports. For spans below about 50m, the choice (constant or varying depth) is often governed by aesthetics. Above 50m, varied depth may offer economy because of the weight savings possible in midspan regions. The variation in depth can be achieved either by straight haunching (tapered girders) or by curving the bottom flange. The shaped web, either for a variable depth or constant depth girder with a vertical camber, is easily achieved by profile cutting during fabrication. Generally, webs have a high depth/thickness ratio and this leads to the need for intermediate transverse web stiffeners in regions of high shear (near supports).
Very occasionally, for reasons of appearance, the outermost girders are designed as a J-section; the bottom flange projects only on the inner side of the web. Requests for this detail arise from a dislike of the flange outstand, although there is little visible difference and the distinction is not noticed by most people. Use of such a section introduces torsional effects (because the shear centre is outside the line of the web) that require very careful consideration during design and construction, with significant penalty on costs an increased hazards during construction.
Also, on occasion, relatively small box girders are used in multi-girder construction. Box girders require special design consideration, because of their high torsional stiffness and high cost of fabrication. Advice on construction costs may be obtained from steelwork contractors.
Systems Plus Knowhow
FAMOUS Solutions for Bridges
FAMOUS provides full support to bridge owners, architects, engineers, and contractors with necessary technical advice and assistance to ensure a successful project. In particular for refurbishment projects, this includes assistance throughout the process, from the initial survey and assessment, root cause diagnosis, specification writing, detailing, method statements, on-site quality control, and practical application assistance. For new construction, FAMOUS can offer support to design structures for long service life. FAMOUS ’s expertise can make a significant contribution to minimizing the total project cost over the full defined service life-cycle.
FAMOUS today provides a complete range of innovative products and systems specially designed to solve all challenging requirements in differing bridge projects anywhere in the world.
Concrete Technology
Concrete structures such as bridges can be exposed to a broad range of forces and strains, starting internally with mechanical stresses resulting from the construction type and extending to various external attacks. Enormous stressors on the concrete include such factors as extreme hot or cold temperature conditions and fluctuations, aggressive water or chemicals, continually rolling, abrading or pulsating strains on surfaces, or even in extreme cases the impact of fire. Therefore, a highly durable concrete is necessary for the construction or repair of a bridge.