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steel truss bridge bailey temporary bridge
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Meo Machinery Co.LTD
China - Hangzhou
Manufacturing and trade
Trade Capacity
Export Percentage
0-30%
Nearest Port
Shanghai
Accepted Delivery Terms
Employees
501-1000 people
Accepted Payment Currency
USD,EUR,JPY
Average Lead Time
90 Day(s)
Certifications
Product Specifications
Dimensions
HD200
Product Description
ZB200 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 | |||||||||
ZB200 Table of geometric characteristics of truss bridge（Half bridge） | ||||||||
structure | geometric characteristics | |||||||
structure | geometric characteristics | chord area(cm2) | Section properties（cm3） | Moment of inertia(cm4) | ||||
ss | SS | 25.48 | 5437 | 580174 | ||||
SS | SSR | 50.96 | 10875 | 1160348 | ||||
DS | DS | 50.96 | 10875 | 1160348 | ||||
DSR1 | 76.44 | 16312 | 1740522 | |||||
DS | DSR2 | 101.92 | 21750 | 2320696 | ||||
TS | TS | 76.44 | 16312 | 1740522 | ||||
TSR2 | 127.4 | 27185 | 2900870 | |||||
TS | TSR3 | 152.88 | 32625 | 3481044 | ||||
QS | QS | 101.92 | 21750 | 2320696 | ||||
QSR3 | 178.36 | 38059 | 4061218 | |||||
QS | QSR4 | 203.84 | 43500 | 4641392 | ||||
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