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Steel Structure Pedestrian Bridge Bailey Bridge for Emergency Purpose
| Price | $260.00 |
|---|---|
| Min Order | 10 Pieces |
| Availability | In Stock |
| Shipping From | Shandong, China |
| Popularity | 350 people viewed |
Model NO.:
BAILEY BRIDGE
After-sales Service:
1 Year
Warranty:
1 Year
Certification:
DIN, JIS, GB, BS, ASTM, AISI
Life:
Temporary Bridge
Across Way:
Open Bridge
Lane Position:
Deck Bridge
Usage:
Over Water Bridge, Tractor Bridge, Pontoon, Footbridge, Public Iron Dual Purpose Bridge, Highway Bridge
Scale:
Middle Bridge
Stress Characteristics:
Beam Bridge
Material:
Steel Bridge
Standard:
ASTM,BS,GB
Trademark:
CRW
Transport Package:
Container
Specification:
200/321
Origin:
Qingdao China
HS Code:
7308100000
Product Description
Steel Structure Pedestrian Bridge Bailey Bridge for Emergency Purpose
| 321(100) truss press limited table | |||||||||||||
| No. | internal force | structure form | |||||||||||
| not reinforced model | reinforced model | ||||||||||||
| SS | DS | TS | DDR | SSR | DSR | TSR | DDR | ||||||
| 321(100) | standard truss moment(kN.m) | 788.2 | 1576.4 | 2246.4 | 3265.4 | 1687.5 | 3375.0 | 4809.4 | 6750.0 | ||||
| 321(100) | standard truss shear (kN) | 245.2 | 490.5 | 698.9 | 490.5 | 245.2 | 490.5 | 698.9 | 490.5 | ||||
| 321 (100) Table of geometric characteristics of truss bridge(Half bridge) | |||||||||||||
| Type No | Geometric characteristics | structure form | |||||||||||
| not reinforced model | reinforced model | ||||||||||||
| SS | DS | TS | DDR | SSR | DSR | TSR | DDR | ||||||
| 321(100) | Section properties(cm3) | 3578.5 | 7157.1 | 10735.6 | 14817.9 | 7699.1 | 15398.3 | 23097.4 | 30641.7 | ||||
| 321(100) | Moment of inertia(cm4) | 250497.2 | 500994.4 | 751491.6 | 2148588.8 | 577434.4 | 1154868.8 | 1732303.2 | 4596255.2 | ||||
| 200 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 | ||
| 200 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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