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Page 1: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

1

Page 2: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

By Dr. Attaullah Shah

Swedish College of Engineering and Technology Wah Cantt.

CE-407

Lec-04

Structural Engineering

Bridges-II

( ACI

Page 3: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Elevation and cross section of Bridges

Page 4: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Arch and suspension Bridges

Page 5: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Some important definitions

Page 6: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI
Page 7: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI
Page 8: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI
Page 9: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI
Page 10: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI
Page 11: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI
Page 12: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI
Page 13: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI
Page 14: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI
Page 15: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI
Page 16: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI
Page 17: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI
Page 18: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI
Page 19: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Bridges

Page 20: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

700 A.D. Asia700 A.D. Asia

1,304 years 1,304 years agoago

100 B.C. Romans100 B.C. Romans2,104 years ago2,104 years ago

Clapper Bridge

Tree trunkStone

Arch design evenly distributesstressesNatural concrete made from mud and straw

Roman Arch Bridge

History of Bridge DevelopmentHistory of Bridge Development

Great Stone Bridge in China

Low bridgeShallow archAllows boatsand water to passthrough

Page 21: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

History of Bridge DevelopmentHistory of Bridge Development

Truss Bridges

Mechanics of DesignWood

Suspension Bridges

Use of steel in suspending cables

1900 1900

1920 1920

Prestressed ConcreteSteel

2000 2000

Page 22: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Compression Tension

Basic Concepts Basic Concepts

Span - the distance between two bridge supports, whether they are columns, towers or the wall of a canyon.

Compression –

Tension -

Force -

Concrete has good compressive strength, but extremely weak tensile strength. What about steel cables?

Page 23: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Basic Concepts Basic Concepts

Beam - a rigid, usually horizontal, structural element

Pier - a vertical supporting structure, such as a pillar

Cantilever - a projecting structure supported only at one end, like a shelf bracket or a diving board

Beam

Pier

Load - weight on a structure

Page 24: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

The type of bridge used depends on the obstacle. The main feature that controls the bridge type is the size of the obstacle.

Types of BridgesTypes of BridgesBasic Types:

•Truss Bridge•Beam Bridge•Arch Bridge•Suspension Bridge•Floating Bridge

Truss Beam ArchSuspension

Floating

Page 25: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Truss Bridge

All beams in a truss bridge are straight. Trusses are comprised of many small beams that together can support a large amount of weight and span great distances.

Page 26: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Types of BridgesTypes of Bridges

Beam BridgeBeam Bridge

Consists of a horizontal beam supported at each end by piers. The weight of the beam pushes straight down on the piers. The farther apart its piers, the weaker the beam becomes. This is why beam bridges rarely span more than 250 feet.

Page 27: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Forces

When something pushes down on the beam, the beam bends. Its top edge is pushed together, and its bottom edge is pulled apart.

Types of BridgesTypes of Bridges

Beam BridgeBeam Bridge

Page 28: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Arch BridgesArch Bridges

The arch has great natural strength. Thousands of years ago, Romans built arches out of stone. Today, most arch bridges are made of steel or concrete, and they can span up to 800 feet.

Types of BridgesTypes of Bridges

Page 29: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Forces

The arch is squeezed together, and this squeezing force is carried outward along the curve to the supports at each end. The supports, called abutments, push back on the arch and prevent the ends of the arch from spreading apart.

Types of BridgesTypes of Bridges

Arch BridgesArch Bridges

Page 30: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Suspension BridgesSuspension Bridges

This kind of bridges can span 2,000 to 7,000 feet -- way farther than any other type of bridge! Most suspension bridges have a truss system beneath the roadway to resist bending and twisting.

Types of BridgesTypes of Bridges

Page 31: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Forces

In all suspension bridges, the roadway hangs from massive steel cables, which are draped over two towers and secured into solid concrete blocks, called anchorages, on both ends of the bridge. The cars push down on the roadway, but because the roadway is suspended, the cables transfer the load into compression in the two towers. The two towers support most of the bridge's weight.

Types of BridgesTypes of Bridges

Suspension BridgesSuspension Bridges

Page 32: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

•Pontoon bridges are supported by floating pontoons with sufficient buoyancy to support the bridge and dynamic loads.

•While pontoon bridges are usually temporary structures, some are used for long periods of time.

•Permanent floating bridges are useful for traversing features lacking strong bedrock for traditional piers.

•Such bridges can require a section that is elevated, or can be raised or removed, to allow ships to pass.

Types of BridgesTypes of Bridges

Floating BridgeFloating Bridge

Page 33: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Floating Bridges

Retractable!

But high maintenance!

Page 34: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

How do the following affect your structure?Ground below bridgeLoadsMaterialsShapes

Bridge Bridge Engineering Engineering

Page 35: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Some Uses of Bridges

− Walkways

− Highways/Roads

− Railways

− Pipelines

− Connecting lands

− Crossing rivers and canyons

Page 36: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Types of Bridges

− Arch

− Truss

− Cantilever

− Cable-Stayed

− Suspension

Page 37: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI
Page 38: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI
Page 39: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI
Page 40: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI
Page 41: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI
Page 42: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI
Page 43: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

What makes a bridge stay up?

− Forces− Compression – a

pushing or squeezing force

− Tension – a pulling or stretching force

Page 44: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Arch Bridges

− Keystone – the wedge-shaped stone of an arch that locks its parts together

− Abutments – the structures that support the ends of the bridge

Page 45: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Arch Bridges

− Works by

Compression

Page 46: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Arch Bridges

− Where have you seen these bridges?

Page 47: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Cold Spring Arch Bridge, Santa Barbara, CA

Page 48: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Marsh Rainbow Arch, Riverton, KS

Page 49: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Pont du Gard, Nimes, France

Page 50: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Cable-Stayed Bridges

− Piers – the vertical supporting structures

− Cables – thick steel ropes from which the decking is suspended

− Decking – the supported roadway on a bridge

Page 51: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Cable-Stayed Bridges

− Works by Tension AND Compression

Page 52: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Cable-Stayed Bridges

− Where have you seen these bridges?

Page 53: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Zakim Bridge, Boston, MA

Page 54: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Sunshine Skyway Bridge, Tampa, FL

Page 55: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Sundial Bridge, Redding, CA

Page 56: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Suspension Bridges

− Similar to Cable-Stayed

− Different construction method

Page 57: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Suspension Bridges

− Works by Tension and Compression

Page 58: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Suspension Bridges

− Where have you seen these bridges?

Page 59: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Golden Gate Bridge, San Francisco, CA

Page 60: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Brooklyn Bridge, Brooklyn, NY

Page 61: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Verrazano-Narrows Bridge, New York, NY

Page 62: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Other Types

Truss

Southern Pacific Railroad Bridge, Tempe, AZ

Cantilever

Firth of Forth-Forth Rail Bridge, Edinburgh, Scotland

Page 63: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

FUNCTION OF A BRIDGEFUNCTION OF A BRIDGE

To connect two communities which are To connect two communities which are separated by streams, valley, railroads, separated by streams, valley, railroads, etc.etc.

• Replaces a slow ferry Replaces a slow ferry boat tripboat trip• Connects two continentConnects two continent• Built in 1973Built in 1973• Total length is 5000 ftTotal length is 5000 ft

Bosporus Straits Bridge Bosporus Straits Bridge at Istanbul, Turkey –at Istanbul, Turkey –

Page 64: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

COMPONENTS OF A BRIDGECOMPONENTS OF A BRIDGE

• Deck or Slab:Deck or Slab: supported roadway on abridge supported roadway on abridge

• Beam or Girder:Beam or Girder: A rigid, usually horizontal, A rigid, usually horizontal, structural elementstructural element

• Abutment:Abutment: The outermost end supports on a The outermost end supports on a bridge, which carry the load from bridge, which carry the load from the deckthe deck

• Pier:Pier: A vertical supporting structure, such as a A vertical supporting structure, such as a pillarpillar

• FoundationFoundation

Page 65: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

DeckDeck

GirderGirder

AbutmentAbutment

PierPier

COMPONENTS OF A BRIDGECOMPONENTS OF A BRIDGE

Page 66: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

TYPES OF BRIDGESTYPES OF BRIDGES

•Beam or Girder BridgeBeam or Girder Bridge•Truss BridgeTruss Bridge•Rigid Frame BridgeRigid Frame Bridge•Arch BridgeArch Bridge•Cable Stayed BridgeCable Stayed Bridge•Suspension BridgeSuspension Bridge

Page 67: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

GIRDER BRIDGEGIRDER BRIDGE

Chesapeake Bay Chesapeake Bay Bridge, VirginiaBridge, Virginia

• Typical span length 30 to 650 ft

• World’s longest: Ponte Costa e Silva, Brazil with a center span of 1000 ft

Page 68: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

TRUSS BRIDGETRUSS BRIDGE

Firth of Forth Bridge, ScotlandFirth of Forth Bridge, Scotland

• Typical span length 150 to 1500 ft

• World’s longest: Pont de Quebec, Canada with a center span of 1800 ft

Page 69: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

RIGID FRAME BRIDGERIGID FRAME BRIDGE

•Girders and piers act togetherGirders and piers act together

•Cross-sections are usually I-shaped or box-shaped.Cross-sections are usually I-shaped or box-shaped.

•Design calculations for rigid Design calculations for rigid frame bridges are more frame bridges are more difficult than those of simple difficult than those of simple girder bridges.girder bridges.

Page 70: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

ARCH BRIDGEARCH BRIDGE

• After girders, arches are the second oldest bridge type.After girders, arches are the second oldest bridge type.

• Arches are good choices for crossing valleys and rivers Arches are good choices for crossing valleys and rivers

• Arches can be one of Arches can be one of the more beautiful the more beautiful bridge types.bridge types.

• Typical span lengthTypical span length 130 ft – 500 ft.130 ft – 500 ft.

• World’s longest:World’s longest: New River Gorge Bridge, U.S.A. with a center span of New River Gorge Bridge, U.S.A. with a center span of 1700 ft.1700 ft.

Larimer Avenue Bridge, Pittsburgh Larimer Avenue Bridge, Pittsburgh

Page 71: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

CABLE STAYED BRIDGECABLE STAYED BRIDGE

Normandie BridgeNormandie Bridge

• Continuous girder with Continuous girder with one or more towers one or more towers erected above in the erected above in the middle of the span.middle of the span.• From these towers From these towers cables stretch down cables stretch down diagonally and support diagonally and support the girder.the girder.• Typical span lengthTypical span length 350 to 1600 ft.350 to 1600 ft.• World’s largest bridge:World’s largest bridge: Tatara Bridge, JapanTatara Bridge, Japan center span: 2900 ft.center span: 2900 ft.

Page 72: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

SUSPENSION BRIDGESUSPENSION BRIDGE

• Continuous girder with one or Continuous girder with one or more towers erected above in the more towers erected above in the middle of the span.middle of the span.

• At both ends of the bridge, large At both ends of the bridge, large anchors or counter weights are anchors or counter weights are placed to hold the ends of the placed to hold the ends of the cables.cables.

• Typical span lengthTypical span length 250 to 3000 ft.250 to 3000 ft.

Golden Gate Bridge, CaliforniaGolden Gate Bridge, California

Page 73: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Factors Describe a Bridge Factors Describe a Bridge

Four main factors are used in describing a bridge:

• Span (simple, continuous, cantilever)

• Material (stone, concrete, metal, etc.)

• Placement of the travel surface in relation to the structure (deck, through)

• Form (beam, arch, truss, etc.).

Page 74: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Basic Span TypesBasic Span Types

Simple Span

Continuous Span

Cantilever Span

Page 75: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

LOADS ON BRIDGESLOADS ON BRIDGES

• Permanent Loads: remain on the bridge for an extended period of time (self weight of the bridge)

• Transient Loads: loads which are not permanent - gravity loads due to vehicular, railway and pedestrian traffic - lateral loads due to water and wind, ice floes, ship collision, earthquake, etc.

Page 76: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

VEHICULAR DESIGN LOADS (HL 93)VEHICULAR DESIGN LOADS (HL 93)

• AASHTO – American Association of State Highway and Transportation Officials

This model consists of:

• Design Truck• Design Tandem• Design Lane

Page 77: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

145 kN 145 kN 35 kN

4.3 to 9.0 m 4.3 m

9.3 N/m

DESIGN TRUCK

DESIGN TRUCKDESIGN TRUCK

Page 78: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

110 kN 110 kN

9.3 N/m

1.2 m

DESIGN TANDEM

DESIGN TANDEMDESIGN TANDEM

Page 79: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

DESIGN PRINCIPLESDESIGN PRINCIPLES

Resistance ≥ effect of the applied loads

Strength of the Member ≥ Factor of Safety x Applied Load

Allowable Stress Design (ASD):

Load and Resistance Factor Design (LRFD):η ∑γiQi ≤ φi Rn

Where, Qi = Effect of loads Rn = Nominal resistance γi = Statistically based resistance factor applied to the force effects

φi = Statistically based resistance factor applied to the nominal resistance η = Load modification factor

Page 80: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

MATERIALS FOR BRIDGESMATERIALS FOR BRIDGES

• Concrete

• Steel

• Wood

Page 81: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

CONCRETE BRIDGESCONCRETE BRIDGES

• Raw materials of concrete: cement, fine aggregate coarse aggregate, water• Easily available• can be designed to satisfy almost any geometric alignment, straight to curved• can be cast-in-place or precast• Compressive strength of concrete range from 5000 psi to 8500 psi• Reinforced concrete and prestressed concrete

Page 82: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

STEEL BRIDGESSTEEL BRIDGES

• Minimum construction depth

• Rapid construction

• Steel can be formed into any shape or form • Predictable life

• Ease of repair and demolition

Page 83: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

WOOD BRIDGESWOOD BRIDGES

• Convenient shipping to the job site

• Relatively light, lowering transportation and initial construction cost

• Light, can be handled with smaller construction equipment

• Approx. 12% of the bridges in US are wood bridges

• Commonly used for 20-80 ft span

Page 84: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

Wood Bridge on Concrete Wood Bridge on Concrete AbutmentsAbutments

Three Span Wood Bridge Three Span Wood Bridge

Page 85: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

GIRDER CROSS-SECTIONS GIRDER CROSS-SECTIONS COMMONLY USED IN BRIDGESCOMMONLY USED IN BRIDGES

Page 86: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

COLLAPSE OF BRIDGESCOLLAPSE OF BRIDGES

• Poor design

• Inadequate stability of the foundation

• Fatigue cracking

• Wind forces

• Scour of footing

•Earthquake

Page 87: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

BeforeBeforeCollapseCollapse

After CollapseAfter Collapse

Page 88: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

AKASHI KAIKYO BRIDGE, JAPAN

Completion Date: 1998 Cost: $4.3 billion

Length: 12,828 feet Type: Suspension

Materials: Steel Span: 6,527 feet

Page 89: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

SUNSHINE SKYWAY BRIDGE, USA

Completion Date: 1987 Cost: $244 Million

Length: 29,040 feet Type: Cable Stayed

Materials: Steel, Concrete Span: 1200 feet

Page 90: 1. By Dr. Attaullah Shah Swedish College of Engineering and Technology Wah Cantt. CE-407 Lec-04 Structural Engineering Bridges-II ( ACI

NEW RIVER GORGE BRIDGE, USA

Completion Date: 1978 Cost: $37 Million

Length: 4,224 feet Type: Arch

Materials: Steel Span: 1700 feet