The Dam Of The Nepal
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The Dam Of The Nepal

The Bailey Bridge is Type 200, a single span with a full length of 30.48m, and is a standard Double-Row, Single-Story, Reinforced steel truss bridge. It arrived on-site in October 2024. Due to being in the mountainous region of Nepal, large-scale equipment could not access the site. The steel bridge construction had to overcome limitations of construction length, meticulously designing the construction and counterweight plan. Finally, through everyone's concerted cooperation, the steel bridge erection was completed within 7 days, allowing the access traffic to open smoothly ahead of schedule, creating a very good situation for the next phase of the hydropower station's project construction.
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Description

Technical Parameters

 

Key attributes

Industry-specific attributes

Grade:Q345B-Q460C

Tolerance:±1%

Other attributes

Standard:GB

Place of Origin:Jiangsu, China

Delivery Time:15-21 days

Brand Name:BAILEY

Model Number:JSBLGQ-HD200-071

Type:Heavy

Application:Steel Structure Bridge

Packaging and delivery

Packaging Details

high strength steel structure bridge packing : 40' standard HQ containers

product-1-1product-1-1

Port:Shanghai

Supply Ability

Supply Ability:10000 Ton/Tons per Year

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Lead time

Quantity (pieces) 1 - 1 > 1
Lead time (days) 15 To be negotiated
product-1-1
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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