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Steel Deck Timber Deck Structural Steel Bridge Q235 Single Lane 4.2m

Steel Deck Timber Deck Structural Steel Bridge Q235 Single Lane 4.2m

MOQ: 1 Pcs
Price: USD 95-450
Standard Packaging: Naked
Delivery Period: 8-10 work days
Payment Method: L/C,D/P,T/T
Supply Capacity: 60000ton/year
Detail Information
Place of Origin
China
Brand Name
Zhonghai Bailey Bridge
Certification
IS09001, CE
Model Number
CB200/CB321
Type:
Truss Bridge
Application:
Bailey Bridge
Secondary Steel:
Q235
Lane:
Single Lane 4.2m,Double Lane 7.35m
Cost Effective:
Yes
Material:
Steel
Deck:
Steel Deck / Timber Deck
Surface:
Galvanized
Color:
Silver Or Any Other Specially Colors
Highlight:

structural steel bridge q235

,

timber deck structural steel bridge

,

q235 modern steel bridge

Product Description

Steel Bridges Disadvantages/steel Bridge Competition 2013


Load-bearing capacity of Type 321 Bailey Bridge

Type 321 Bailey Bridge is a prefabricated steel bridge widely used in bridge engineering. It has the characteristics of simple structure, convenient transportation, quick erection, large load capacity, good interchangeability and strong adaptability. The following is the specific load-bearing capacity of Type 321 Bailey Bridge:


1. **Design load**
Type 321 Bailey Bridge is suitable for a variety of load levels, as follows:
- **Automobile load**: Applicable to automobile-10 level, automobile-15 level, automobile-20 level.
- **Track load**: Can carry crawler load of 50 tons.
- **Trailer load**: Can carry trailer-80 level.


2. **Specific parameters**
- **Single-piece Bailey beam**:
- Allowable bending moment (MX): 782 kN-m.
- Allowable shear force (QX): 242 kN.
- **Combined bridge**:
- Single-layer single row (SS): allowable bending moment 78.82 T.m, allowable shear force 24.52 T.
- Double-layer double row (DS): allowable bending moment 157.64 T.m, allowable shear force 49.04 T.
- Three-row single layer (TS): allowable bending moment 224.637 T.m, allowable shear force 69.882 T.
- Double-row double layer (DD): allowable bending moment 326.54 T.m, allowable shear force 49.05 T.
- Three-row double layer (TD): allowable bending moment 465.32 T.m, allowable shear force 69.89 T.


3. **Actual application case**
In actual application, the 321 type Bailey bridge can meet the traffic needs of various heavy vehicles. For example, in a certain project, 321-type Bailey bridges were used as the main beams, with a 6-row single-layer top-bearing structure and a designed traffic load of 100 tons.


Summary
The 321-type Bailey bridge can meet the traffic needs of a variety of heavy vehicles with its high load-bearing capacity, flexible design and structural improvements. Its design loads include car-10, car-15, car-20, crawler-50 and trailer-80, making it an ideal choice for various complex engineering needs.




Specifications:

CB200 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

​​

CB200 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

​​

CB321(100) Truss Press Limited Table
No. Lnternal Force Structure Form
Not Reinforced Model Reinforced Model
SS DS TS DDR SSR DSR TSR DDR
321(100) Standard Truss Moment(kN.m) 788.2 1576.4 2246.4 3265.4 1687.5 3375 4809.4 6750
321(100) Standard Truss Shear (kN) 245.2 490.5 698.9 490.5 245.2 490.5 698.9 490.5
321 (100) Table of geometric characteristics of truss bridge(Half bridge)
Type No. Geometric Characteristics Structure Form
Not Reinforced Model Reinforced Model
SS DS TS DDR SSR DSR TSR DDR
321(100) Section properties(cm3) 3578.5 7157.1 10735.6 14817.9 7699.1 15398.3 23097.4 30641.7
321(100) Moment of inertia(cm4) 250497.2 500994.4 751491.6 2148588.8 577434.4 1154868.8 1732303.2 4596255.2



Advantage

Possessing the features of simple structure,
convenient transport, speedy erection
easy disassembling,
heavy loading capacity,
great stability and long fatigue life
being capable of an alternative span, loading capacity



Steel Deck Timber Deck Structural Steel Bridge Q235 Single Lane 4.2m 12

products
PRODUCTS DETAILS
Steel Deck Timber Deck Structural Steel Bridge Q235 Single Lane 4.2m
MOQ: 1 Pcs
Price: USD 95-450
Standard Packaging: Naked
Delivery Period: 8-10 work days
Payment Method: L/C,D/P,T/T
Supply Capacity: 60000ton/year
Detail Information
Place of Origin
China
Brand Name
Zhonghai Bailey Bridge
Certification
IS09001, CE
Model Number
CB200/CB321
Type:
Truss Bridge
Application:
Bailey Bridge
Secondary Steel:
Q235
Lane:
Single Lane 4.2m,Double Lane 7.35m
Cost Effective:
Yes
Material:
Steel
Deck:
Steel Deck / Timber Deck
Surface:
Galvanized
Color:
Silver Or Any Other Specially Colors
Minimum Order Quantity:
1 Pcs
Price:
USD 95-450
Packaging Details:
Naked
Delivery Time:
8-10 work days
Payment Terms:
L/C,D/P,T/T
Supply Ability:
60000ton/year
Highlight

structural steel bridge q235

,

timber deck structural steel bridge

,

q235 modern steel bridge

Product Description

Steel Bridges Disadvantages/steel Bridge Competition 2013


Load-bearing capacity of Type 321 Bailey Bridge

Type 321 Bailey Bridge is a prefabricated steel bridge widely used in bridge engineering. It has the characteristics of simple structure, convenient transportation, quick erection, large load capacity, good interchangeability and strong adaptability. The following is the specific load-bearing capacity of Type 321 Bailey Bridge:


1. **Design load**
Type 321 Bailey Bridge is suitable for a variety of load levels, as follows:
- **Automobile load**: Applicable to automobile-10 level, automobile-15 level, automobile-20 level.
- **Track load**: Can carry crawler load of 50 tons.
- **Trailer load**: Can carry trailer-80 level.


2. **Specific parameters**
- **Single-piece Bailey beam**:
- Allowable bending moment (MX): 782 kN-m.
- Allowable shear force (QX): 242 kN.
- **Combined bridge**:
- Single-layer single row (SS): allowable bending moment 78.82 T.m, allowable shear force 24.52 T.
- Double-layer double row (DS): allowable bending moment 157.64 T.m, allowable shear force 49.04 T.
- Three-row single layer (TS): allowable bending moment 224.637 T.m, allowable shear force 69.882 T.
- Double-row double layer (DD): allowable bending moment 326.54 T.m, allowable shear force 49.05 T.
- Three-row double layer (TD): allowable bending moment 465.32 T.m, allowable shear force 69.89 T.


3. **Actual application case**
In actual application, the 321 type Bailey bridge can meet the traffic needs of various heavy vehicles. For example, in a certain project, 321-type Bailey bridges were used as the main beams, with a 6-row single-layer top-bearing structure and a designed traffic load of 100 tons.


Summary
The 321-type Bailey bridge can meet the traffic needs of a variety of heavy vehicles with its high load-bearing capacity, flexible design and structural improvements. Its design loads include car-10, car-15, car-20, crawler-50 and trailer-80, making it an ideal choice for various complex engineering needs.




Specifications:

CB200 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

​​

CB200 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

​​

CB321(100) Truss Press Limited Table
No. Lnternal Force Structure Form
Not Reinforced Model Reinforced Model
SS DS TS DDR SSR DSR TSR DDR
321(100) Standard Truss Moment(kN.m) 788.2 1576.4 2246.4 3265.4 1687.5 3375 4809.4 6750
321(100) Standard Truss Shear (kN) 245.2 490.5 698.9 490.5 245.2 490.5 698.9 490.5
321 (100) Table of geometric characteristics of truss bridge(Half bridge)
Type No. Geometric Characteristics Structure Form
Not Reinforced Model Reinforced Model
SS DS TS DDR SSR DSR TSR DDR
321(100) Section properties(cm3) 3578.5 7157.1 10735.6 14817.9 7699.1 15398.3 23097.4 30641.7
321(100) Moment of inertia(cm4) 250497.2 500994.4 751491.6 2148588.8 577434.4 1154868.8 1732303.2 4596255.2



Advantage

Possessing the features of simple structure,
convenient transport, speedy erection
easy disassembling,
heavy loading capacity,
great stability and long fatigue life
being capable of an alternative span, loading capacity



Steel Deck Timber Deck Structural Steel Bridge Q235 Single Lane 4.2m 12