bride homework 1
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SCHOOL OF CIVIL ENGINEERING
Bridge Engineering
2015-2016
Professor’s Name : Lei, Jun Qing
Student’s Name : CHINNY Lyheang
Student’s ID : 15129120
Homework1
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Civil Engineering School
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(1) The characteristics of Beam Bridge, arch bridge, cable-stayed bridge, and
suspension bridge are discussed.
Answer: The characteristic of bridge type:
- Beam Bridge: the beam bridge superstructure is a rigid structure that consist of one
horizontal beam supported at each end, usually by some kind of pillar or pier. And
it is composed of a concrete slab resting on a set of girders (beams) which could be
steel or precast-prestressed concrete beam. The set of beam and slab are formed a
frame structure to support traffic passes over the top of the slab. This type of bridge
provides three main advantages:
Design is simple for designer. It is simple design structure of beam and slab.
Beam bridge design is a uniform design which can be standardized easily.
Construction of Beam Bridge is relatively straightforward due to its
prefabricated primary members.
However, Beam Bridge is primarily designed for short to medium span length of
91m maximum span for steel beam and 49m maximum span for prestressed
concrete beam.
Figure 1: Beam Bridge
- Arch bridge: Arch bridge structure is a bridge with abutments (the point where the
2 structures or objects meet) at each end shaped as a curved arch. And it is a major
crossing structure which is composed of steel or prestress concrete arch structure
and steel or concrete frame deck. Generally, the deck is suspended by the vertical
cable (hanger) from the arch and for other design, the deck is supported by the short
column from the top of the arch structure. When the deck is supported on the top of
the arch, this is called a deck arch. When the deck is suspended from the arch, the
structure is called a through arch. The arch bridge is constructed for medium long
bridge with the span up to 300m.
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Civil Engineering School
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Figure 2: Arch Bridge
- Cable-stayed bridge: Cable-stayed bridge superstructure may be designed to be
supported at pylons (bearings), to be fixed at pylons or to be floating (no support at
pylons). To limit longitudinal sway movement, dampers were installed. The
maximum displacement at the expansion joint was controlled at 0.90m. If the
superstructure were fixed at the pylons, the foundation force due to earthquake
would become unmanageable. The significant number of modern bridges have the
span length from 153 to 1088m.
Figure 3: Cable-stayed Bridge
- Suspension bridge: Suspension bridge is one where cables (or ropes or chains) are
strung across the river (or whatever the obstacle happens to be) and the deck is
suspended from these cables. Modern suspension bridge has two tall towers through
with the cable are strung. The towers are supporting the majority of the roadway’s
weight. Suspension bridges use a box section roadway supported by high tensile
strength cables. Light, and strong, suspension bridge can span distance from 2,000
to 7,000 feet far longer than any other kind of bridge. They are ideal for covering
busy waterways.
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Civil Engineering School
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Figure 4: Suspension Bridge
(2) What are the bridge classification methods?
Answer: The bridges are classified by many methods according to its used material, its
serviceability function, or its design appearance.
- The bridge classified by its used material:
Wood bridge
Steel bridge
Prestress concrete bridge
Cable bridge
Glass bridge
- The bridge classified by its serviceability function:
Highway bridge
Railway bridge
City bridge
Pipe bridge
Pedestrian bridge
- The bridge classified by its design appearance:
Beam bridge
Suspension bridge
Self-anchored suspension bridge
Steel and concrete box girder bridge
Pre-stress concrete beam bridge
Steel or concrete arch bridge
Truss bridge
(3) What are the basic structure of the bridge?
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Civil Engineering School
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Answer: The bridge is composed of 3 main structures, superstructure, substructure and
appurtenances and site-related features, which is divided into some basic structures.
- Superstructure is all components of a bridge above the support. The basic
superstructure components consist of the following:
Wearing surface:
Deck:
Primary members:
Secondary members:
- Substructure consists of all elements required to support the superstructure and
overpass roadway. The basis substructure components consist of the following:
Abutments:
Piers:
Bearings:
Pedestals:
Stem:
Back wall:
Wing wall:
Footing:
Piles:
Sheeting:
- Appurtenance is any part of the bridge or bridge site that is not major structural
component yet serves some purpose in the overall functionally of the structure. The
major appurtenances and site-related features are as follow:
Embankment and slope protection:
Underdrain:
Approach:
Bridge railings and traffic barriers:
(4) The length of the bridge?
Answer: The length of the bridge is the length between the sidewalls of both abutments
of the bridge.
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Civil Engineering School
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Figure5: Length of bridge = 1970m
(5) Calculate the span
Answer: The span of bridge is the distance between the two bearing columns without
any intermediate bearing support.
Figure6: Span of bridge = 1280m
(6) Bridge height
Answer: The bridge height is the distance between the deck of the bridge and the lowest
water level or the distance between the deck of the upper bridge and the deck of the
lower bridge or the distance between the deck of the bridge and ground level.
Figure 7: H is the Bridge height
(7) Net height
H
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Civil Engineering School
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Answer: Net height is the clear vertical distance from the lowest point of the bottom of
the crown section of the bridge to the lowest point
Figure8: h is the Net height
h