Audited Supplier
BAILEY BRIDGE
1 Year
1 Year
DIN, JIS, GB, BS, ASTM, AISI
Temporary Bridge
Open Bridge
Deck Bridge
Over Water Bridge, Tractor Bridge, Pontoon, Footbridge, Public Iron Dual Purpose Bridge, Highway Bridge
Middle Bridge
Beam Bridge
Steel Bridge
ASTM,BS,GB
CRW
Container
200/321
Qingdao China
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 | ||||||||
