and the deck usually made of steel or wood putting on the transom.
reinforcement, bearing, baseplate, etc.
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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 | | | | ||||
| 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 |