Used Road Bridge Bailey Bridge For Sale
Used Road Bridge Bailey Bridge For Sale

Used Road Bridge Bailey Bridge For Sale

Key attributes Industry-specific attribute s Grade:Q345B-Q460C Tolerance:±1% Other attributes Standard:AiSi Place of Origin:Jiangsu, China Delivery Time:15-21 days Brand Name:BAILEY Model Number:bailey bridge HD200 Type: Heavy Application:Steel Structure Bridge Payment: L/C, T/T, ESCROW...
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Key attributes

Industry-specific attributes

Grade:Q345B-Q460C

Tolerance:±1%

Other attributes

Standard:AiSi

Place of Origin:Jiangsu, China

Delivery Time:15-21 days

Brand Name:BAILEY

Model Number:bailey bridge HD200

Type: Heavy

Application:Steel Structure Bridge

Payment: L/C, T/T, ESCROW

MOQ: 1 PC

Port: Shanghai

Delivery Detail:According to the order

Supply Ability:10000 Ton/Tons per Year

Packing:40' standard HQ containers

Packaging and delivery

Packaging Details: 321 style treastle bailey bridge packing: 40' standard HQ containers

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Port: Shanghai

Supply Ability

Supply Ability: 10000 Piece/Pieces per Year 321 style treastle bailey bridge

Samples

Maximum order quantity: 1 piece

Sample price: $300.00/piece

 

Customization

Customized logo

Min. order: 1

Customized packaging

Min. order: 1

Graphic customization

Min. order: 1

 

product-790-483

 

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product-1-1

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
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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