Steel Truss Bailey Bridge/Steel Structure Prefabricated Compact Bailey Truss Bridge/Bailey Tablets

Price $260.00 Compare
Min Order 10 Pieces
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Qingdao Conringwon Automation Technology Co., Ltd.

VIP   Audited Supplier 9 years
Profile Certified by SGS/BV
  • Shandong, China
  • Ethan (Mr.)  
    Sales Manager
OEM
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
CRW
Container
200/321
Qingdao China
7308100000
Product Description
Steel Truss Bailey Bridge/Steel Structure Prefabricated Compact Bailey Truss Bridge/Bailey Tablets






321(100) truss press limited table
No.internal force structure form
not reinforced modelreinforced model
SSDSTSDDRSSRDSRTSRDDR
321(100)standard truss moment(kN.m)788.21576.42246.43265.41687.53375.04809.46750.0
321(100)standard truss shear (kN)245.2490.5698.9490.5245.2490.5698.9490.5
321 (100) Table of geometric characteristics of truss bridge(Half bridge)
Type NoGeometric characteristicsstructure form
not reinforced modelreinforced model
SSDSTSDDRSSRDSRTSRDDR
321(100)Section properties(cm3)3578.57157.110735.614817.97699.115398.323097.430641.7
321(100)Moment of inertia(cm4)250497.2500994.4751491.62148588.8577434.41154868.81732303.24596255.2
              


 
200 truss press limited table
Nointernal forcestructure form 
not reinforced modelreinforced model
SSDSTSQSSSRDSRTSRQSR
200standard truss moment(kN.m)1034.32027.22978.83930.32165.44244.26236.48228.6
200standard truss shear (kN)222.1435.3639.6843.9222.1435.3639.6843.9
201high bending truss moment(kN.m)1593.23122.84585.56054.33335.86538.29607.112676.1
202high bending truss shear(kN)3486961044139234869610441392
203Shear force of super high shear truss(kN)509.8999.21468.21937.2509.8999.21468.21937.2
200 Table of geometric characteristics of truss bridge(Half bridge)
structuregeometric characteristics
geometric characteristicschord area(cm2)Section properties(cm3)Moment of inertia(cm4)
ssSS25.485437580174
SSR50.96108751160348
DSDS50.96108751160348
DSR176.44163121740522
DSR2101.92217502320696
TSTS76.44163121740522
TSR2127.4271852900870
TSR3152.88326253481044
QSQS101.92217502320696
QSR3178.36380594061218
QSR4203.84435004641392
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