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Steel Structure Bridge Bailey Bridge Metal Bailey Bridge Cable Bridge Steel Bailey Bridge Steel Structure Pedestrian Bridge Steel Structure Bailey Bridge Bridge
| Price | $800.00 |
|---|---|
| Min Order | 1 Ton |
| Availability | In Stock |
| Shipping From | Shandong, China |
| Popularity | 455 people viewed |
Model NO.:
WZD-0001G
Scale:
Large Bridge
Usage:
Footbridge, Highway Bridge, Over Water Bridge, Railway Bridge, Viaduct
Material:
Steel
Name:
Steel Bridge
Size:
Large
Coating:
Spray Painting; Galvanization
Trademark:
Wanzhida
Transport Package:
Pallet
Specification:
customization
Origin:
China
HS Code:
730810000
Product Description
Henvy Large Steel Prefabricated Structure Railway Bridge
| NO. | internal force | structure form | |||||||
| not reinforced model | reinforced model | ||||||||
| 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 |
| ZB200 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 | ||||||
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