Introduction to Bridge Engineering Part 2

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Questions and Answers

Which of the following is NOT a part of the AS5100:2017 Bridge Design Code?

  • Part 1: Scope and general principles
  • Part 7: Bridge maintenance (correct)
  • Part 6: Steel and composite construction
  • Part 3: Foundations and soil-supporting structures

What type of load does 'Creep and Shrinkage' fall under?

  • Dynamic Load
  • Environmental Load
  • Transient Load
  • Permanent Load (correct)

Which of the following is classified under transient design loads?

  • Dead Load
  • Earth Pressure
  • Seismic Load (correct)
  • Differential Movements

Which design load category includes 'Water Flow Forces'?

<p>Transient Load (D)</p> Signup and view all the answers

Which factor is NOT considered under permanent loads?

<p>Braking Loads (C)</p> Signup and view all the answers

Which design load is specified for stationary traffic according to AS 5100?

<p>S1600 stationary traffic load (D)</p> Signup and view all the answers

What is the nominal load specified for pedestrian traffic?

<p>5 kPa (D)</p> Signup and view all the answers

Which of the following is NOT a part of the design loads for bridges?

<p>Static load requirement (A)</p> Signup and view all the answers

What is the purpose of the dynamic load allowance in bridge design?

<p>To accommodate varying load positions (D)</p> Signup and view all the answers

Which load is specified if the relevant authority designates it?

<p>HLP400 heavy load platform (A)</p> Signup and view all the answers

What is the return period for Ultimate Limit State (ULS) design against wind loads?

<p>2000 years (B)</p> Signup and view all the answers

Which factor is critical when considering earthquake effects in design?

<p>Ductility of materials (C)</p> Signup and view all the answers

What aspect is not part of the design considerations for durability as per AS 5100.5?

<p>Hydraulic resistance (D)</p> Signup and view all the answers

What does increased cover in fire design primarily aim to achieve?

<p>Improved thermal resistance (B)</p> Signup and view all the answers

Which of the following is associated with dynamic behavior in structural analysis?

<p>Specialized analysis (D)</p> Signup and view all the answers

Which of the following is NOT classified under design loads?

<p>Structural Expansion Loads (A)</p> Signup and view all the answers

What must first drawings contain according to design requirements?

<p>Types of specific traffic loads (D)</p> Signup and view all the answers

Which component is considered a dead load?

<p>Surface materials and utilities (D)</p> Signup and view all the answers

What is included in traffic loading considerations?

<p>Maximum load effect from vehicle movement (B)</p> Signup and view all the answers

Which of the following is a consideration for environmental loads?

<p>Wind, flood, and seismic load events (C)</p> Signup and view all the answers

Which statement about dynamic load allowance is true?

<p>It helps in assessing vibrations caused by vehicles. (C)</p> Signup and view all the answers

What factor is associated with design loads in terms of collision?

<p>Allowance for collision loads where relevant (A)</p> Signup and view all the answers

What type of loading must bridges be designed to resist?

<p>Maximum load effects due to vehicle movement (A)</p> Signup and view all the answers

What does SLS stand for in the context of limit states?

<p>Serviceability Limit State (A)</p> Signup and view all the answers

In the context of dynamic load analysis, what is the purpose of the dynamic load allowance?

<p>To quantify the effects of moving loads (C)</p> Signup and view all the answers

What is the maximum stress calculated for the concrete deck under ultimate strength requirements?

<p>49.8 MPa (D)</p> Signup and view all the answers

Which of the following is considered during the Ultimate Limit State (ULS) assessments?

<p>Strength considerations (A)</p> Signup and view all the answers

What is the dynamic load modeled with as per AS5100?

<p>A single M1600 moving traffic load (A)</p> Signup and view all the answers

What is the characteristic of the maximum stress calculated at the arc member near the supports?

<p>It occurs under static load conditions (A)</p> Signup and view all the answers

What factor is applied to each concentrated load in the dynamic load analysis?

<p>1.3 (A)</p> Signup and view all the answers

How many most critical dynamic load positions were considered during the analysis of the bridge?

<p>7 (B)</p> Signup and view all the answers

What is the height of each tower of the bridge?

<p>210m (B)</p> Signup and view all the answers

How much further apart are the towers at the top due to the curvature of the earth?

<p>41mm (D)</p> Signup and view all the answers

What is the average daily usage of the bridge by pedestrians, cyclists, and traffic?

<p>170,000 people (A)</p> Signup and view all the answers

What was one of the notable achievements of the Golden Gate Bridge at the time of its completion?

<p>It held the title for being the longest main span suspension bridge for 27 years. (D)</p> Signup and view all the answers

In which year did the Golden Gate Bridge open to the public?

<p>1937 (B)</p> Signup and view all the answers

Which major geographical feature is the Golden Gate Bridge adjacent to?

<p>The San Andreas Fault line (B)</p> Signup and view all the answers

What innovative process was used in the construction of the Golden Gate Bridge's cables?

<p>Binding thinner wires together to make one large cable (D)</p> Signup and view all the answers

Who declared the Golden Gate Bridge as one of the wonders of the modern world?

<p>The American Society of Civil Engineers (D)</p> Signup and view all the answers

Flashcards

Bridge Design Code

Australian Standard AS5100:2017, a code used to design bridges in Australia

Permanent Loads (bridges)

Loads on a bridge that are constantly present and don't change over time, including dead loads, imposed loads, earth pressure, creep, shrinkage and forces from bearings.

Transient Loads

Loads on a bridge that vary or move over time; like traffic, pedestrian, water flow, thermal, seismic, collision, or wind.

Dead Load

The weight of the bridge itself and all fixed elements like beams or bracing.

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Superimposed Loads

Loads from things on top of the bridge deck, like vehicles, trains, or people; (traffic, rail, pedestrian).

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Moving Traffic Load (M1600)

A design load representing the weight of vehicles in motion, used in bridge design calculations.

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Stationary Traffic Load (S1600)

Design load representing the weight of stationary or parked vehicles on a bridge.

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Heavy Load Platform (HLP)

A specified heavy load design to be considered in the bridge's load-bearing capacity, if required by approval.

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Wheel Load (W80)

A standardized design load representing the weight carried by a single wheel of a vehicle.

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Traffic Loading

The maximum load a bridge must withstand from vehicles.

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Design Loads

Determined loads to ensure bridge safety under different conditions.

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Imposed dead loads

Dead loads from surface materials, utilities, and structural & non-structural overlays.

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Specific traffic loads (e.g., T44)

Specific standardized vehicle configurations used for design.

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Collision Loads

Loads considered due to potential vehicle collisions with the bridge.

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Maximum load effect

Highest load a bridge experiences when a vehicle moves across it.

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Conformance Statement for Minimum Design Loads

A declaration that the design adheres to the base set of minimum requirements for load bearing design.

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Horizontal Loads (Wind)

Loads acting sideways on a structure, caused by wind. Engineers use different return periods (how often the wind speed is expected) for different safety levels of the structure.

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Earthquake Loads and Soil Behaviour

Earthquake forces act in horizontal and vertical directions on a structure and are influenced by the type of soil beneath it. This can affect the design of the structure.

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Durability Design (AS 5100.5)

Concrete structures must be designed to last a long time. This means considering the environment (exposure classifications like A,B1...) and choosing materials that are resistant to the conditions.

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Fire Resistance Design (AS 5100.2)

Structures must be designed to withstand fires, considering different types of fires (like hydrocarbon or cellulosic fires) to prevent damage and ensure safe evacuation routes.

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Construction Loads

Loads imposed by the construction process itself, such as equipment, materials, or workers, need consideration in the design of the structure.

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Limit States (Bridge Design)

States of failure that a bridge must be able to withstand, categorized as Service Limit State (SLS) and Ultimate Limit State (ULS).

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Service Limit State (SLS)

Conditions where the bridge should remain functional and safe for regular use, considering deflection, vibration, and overall usability.

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Ultimate Limit State (ULS)

Conditions where the bridge must withstand the maximum possible load without collapsing, considering strength and worst-case scenarios.

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Dynamic Load (Bridge)

Forces applied to the bridge that change over time, such as moving vehicles, which account for the impact of weight and movement.

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M1600 Moving Traffic Load

A standard load representing a heavy vehicle in bridge design, used to simulate traffic loads.

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Static Analysis (Bridge)

Calculating forces and stresses acting on a bridge when loads are applied at fixed positions, considering the bridge's structure and materials.

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Stress Analysis (Bridge)

Examining the distribution of internal forces within the bridge's structure, determining the strength and potential failure points.

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Von Mises Criterion

A criteria used to determine the maximum stress a material can withstand before it fails, commonly employed in bridge design.

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Verrazano Narrows Bridge Towers

The Verrazano Narrows Bridge has two towers that are 210 meters tall. Due to the Earth's curvature, the towers are 41 millimeters further apart at the top than at the base.

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Bridge Function

The Verrazano Narrows Bridge is designed to accommodate various modes of transportation, including cars, pedestrians, and cyclists.

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Daily Bridge Usage

The Verrazano Narrows Bridge is a busy thoroughfare, with an average of 170,000 people using it daily.

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Golden Gate Bridge

The Golden Gate Bridge is a six-lane suspension bridge spanning the Golden Gate Channel, connecting San Francisco to Marin County.

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Golden Gate Bridge Construction

The Golden Gate Bridge faced controversy before its construction, with the final decision to build approved in 1930; it officially opened in 1937.

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Longest Suspension Bridge

The Golden Gate Bridge held the title of the longest suspension bridge with a main span for 27 years.

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Golden Gate Bridge Cables

The Golden Gate Bridge's 2,332-meter-long cables are the longest bridge cables ever made, formed by an innovative process of binding together thinner wires into one large cable.

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Golden Gate Bridge Location Challenges

The Golden Gate Bridge crosses a 1.6-kilometer-wide channel known for strong winds and is situated near the San Andreas Fault, a major earthquake zone.

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Study Notes

Introduction to Bridge Engineering (Part 2)

  • Course: CIVL3811, Engineering Design and Construction
  • Institution: The University of Sydney, School of Civil Engineering, Faculty of Engineering
  • Design Code: AS5100:2017 Bridge Design Code
  • Components of Bridge Design Code (8 Parts):
    • Part 1: Scope and general principles
    • Part 2: Design loads
    • Part 3: Foundations and soil-supporting structures
    • Part 4: Bearings and deck joints
    • Part 5: Concrete
    • Part 6: Steel and composite construction
    • Part 7: Bridge assessment
    • Part 8: Rehabilitation and strengthening of existing bridges
    • Part 9: Timber

Design Loads (Part 2)

  • Permanent Loads:

    • Dead Load: Weight of the bridge itself
    • Superimposed loads: loads due to additional items on the bridge deck (eg: utilities, road surface)
    • Earth Pressure: pressure from earth around the bridge
    • Creep & Shrinkage: Movement and deformation of materials due to temperature changes and humidity
    • Forces from Bearings: forces on the bridge bearings
    • Water Flow Forces (NWL): forces from water flow, even standing water
    • Differential Movements: any shifts or movements in the components
  • Transient Loads:

    • Road Traffic (various types): W80, A160, SM100, M1600, HLP 320/400, DLA, ALF; Centrifugal, Braking, Barrier Impact, Fatigue
    • Rail Traffic: 300LA, 150LA, Braking, Nosing
    • Pedestrian: 5 kPa (kiloPascals)
    • Water Flow Forces: effects of water flow
    • Thermal: changes due to temperature changes
    • Seismic: forces from earthquakes
    • Collision: loads due to impact
    • Wind Loads
    • Earth Pressure due to LL: live loads

Design Loads (Part 2) - additional details

  • Loads are determined according to Part 2
    • Dead Loads: Dead loads, Traffic Loading, Dynamic Load Allowance, Horizontal Traffic Loads, Impact Loading, Barrier Loads, Environmental Loads and other effects

General Issues for Design Loads

  • Drawings must include:
    • Conformance statement for minimum design loads
    • Types of specific traffic loads
    • Lateral position for special loads
    • Allowance for collision loads
    • Assumed wind, flood, and seismic load events
    • Foundation data
    • Differential settlement allowances

Dead Loads

  • Self-weight of superstructure
  • Self-weight of sub-structure
  • Imposed dead loads:
    • Surface materials
    • Utilities and services
    • Overlays (structural and non-structural)

Traffic Loading

  • Maximum load effect due to vehicle movement: Design loads refer to AS 5100.2:2017
    • Moving traffic load: M 1600
    • Stationary traffic load: S 1600
    • Heavy load platforms (HLP): HLP 320 or 400
    • 80 wheel load (W80)
    • 160-axle load
    • Lane Factors (refer to Table 7.6)
    • Other loads (refer to Part 7)
    • Road Traffic: 300 kN, 360 kN
    • Pedestrian Traffic: 5 kPa
    • Rail Traffic: 300LA

Dynamic Load Allowance

  • The dynamic load allowance is 0.3. This applies to concentrated loads of 60 kN * 1.3 = 78kN.

Static Analysis

  • The static analysis used nonlinear static solver in Strand7
  • Maximum stress on arc member near support 600 MPa

Dynamic Analysis

  • In dynamic design, the diagrams illustrated the critical situations when loading applied.
  • The maximum stresses occurred at arc member near support.

Bridge Serviceability

  • Deflection under live load should not exceed 1/600 of span. (For 366m span bridge, maximum deflection < 0.61m)

Other Load Effects

  • Shrinkage, Creep, Prestress
  • Differential settlements (particularly in mining areas)
  • Construction Loads
  • Dynamic Behaviour (highly specialized analysis)

Specific Bridge Examples

  • Verrazano Narrows Bridge:
    • A double-deck suspension bridge
    • 11th longest single span
    • $320m construction cost
  • Golden Gate Bridge:
    • 6-lane suspension bridge
    • Longest main span suspension bridge for 27 years
  • Anzac Bridge:
    • 8-lane cable-stayed bridge spanning the Johnstons Bay
    • $170m construction cost
    • 345 m span

Modeling in Strand7

  • Simplified models of cables, deck, pylon

Wind Analysis

  • Wind Loads: SLS (20-year return period), ULS (2000-year return period).
  • Consider drag coefficient calculation

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