Class Topics & Objectives. Bearings & Substructures. EGCE 406: Bridge Design. Load Transfer. Components of Bridge.
|
|
- Carmella Dalton
- 7 years ago
- Views:
Transcription
1 EGCE 406: Bridge Design Bearings & Substructures Class Topics & Objectives Topics Bridge Bearing Bridge Substructures Loads on Substructure Abutment Piers Objective Students can identify and describe types of bridge bearings Students can describe the loads involved in the design of substructures. Students can describe pros and cons for each type of substructure Parts of the topics discussed in this class can be found in: Chapter 1-4 Praveen Chompreda Mahidol University 1 First Semester, Load Transfer Loads on the bridge must find a way to the ground Components of Bridge Superstructure Roadway Deck Live Load on Bridge Deck Slab Superstructure Girder Superstructure Substructure Abutment Abutment Superstructure Substructure Bearing Superstructure Roadway Deck Ground Foundation (Footing/ Pile) Substructure (Abutment/ Pier) Substructure Pier Abutment 3 4
2 Bearing Role of Bearing Forces and Movements Types Selection of Bearing 5 Bearing Bearing is a structural device positioned between bridge superstructure and substructure Roles of Bearing: Transmit load from superstructure to substructure Accommodate relative movements between superstructure and substructure Types: Fixed Bearing Rotational movement only Expansion Bearing Rotational movement Translational movement 6 Forces and Movements on Bearing Types of Bearing Forces on Bearing Vertical forces - from dead loads and live load Horizontal forces - from wind, earthquake Movements on Bearing Horizontal translation caused by creep, shrinkage, and thermal expansions. Rotations caused by traffic, construction tolerances, and uneven settlement of foundations Rocker Bearing Pin Bearing Roller Bearing Slider Bearing Elastomeric Bearing Curved Bearing Pot Bearing Disk Bearing If no movement is allowed, then the bearing must be able to resist the force due to the deformation 7 8
3 Rocker/ Pin/ Roller Bearing Rocker/ Pin/ Roller Bearing Mostly used for steel beams Can carry large loads Requires high clearance Corrosion can be a problem need regular inspections high maintenance cost Source: (2010) 9 10 Elastomeric Bearing Elastomeric Bearing with Slider Made up of natural or synthetic rubber Very flexible in shear but very stiff against volumetric change Can accommodate both rotational and translational movements through the deformation of pad Steel or fiberglass is typically used to reinforced the pad in alternate layers to prevent it from bulging under high load, allowing it to resist higher loads 11 Steel slider with Teflon (PTFE polytetrafluoroethylene) coated surfaces may be used in combination with elastomeric bearing to allow for more translations 12
4 Elastomeric Bearing Curved Bearing Source: (2010) Curved Surface allows for rotation Cylindrical Surface can rotate only about 1 axis Spherical Surface can rotate about any axes Slider surface coated with Teflon must be used to allow for the translation Can resist relatively large loads Curved Bearing Pot Bearing Source: (2010) Pot bearing consists of steel container ( Pot ) with elastomeric pad inside Can resist much larger loads than conventional elastomeric bearing Rotation is accommodated by deformation of the elastomer Sliding surface is used to allow for translation 15 16
5 Pot Bearing Disk Bearing Source: (2010) Hard elastomeric disk is used with metal key inside Metal key is used to resist horizontal loads Rotation is accommodated by deformation of the elastomer Sliding surface is used to allow for translations Which type of bearing should I use? Consider the following factors when selecting a bearing to use: Vertical and Horizontal Loads Translational and Rotational Movements Available Clearance (footprint/ height) Environment (corrosion/ temperature range) Initial Cost Maintenance Cost Availability Owner s Preference Bearing Capacity of Common Bearings 19 20
6 Types of Substructures Substructures Abutment-Type Substructures Abutment and Retaining Walls Anchored Walls Mechanically Stabilized Earth Walls Prefabricated Modular Walls Pier-Type Substructures Concrete Pier Steel Pier Composite Steel & Concrete Pier Types of Substructures Abutment & Pier Loads on Substructures Abutment Pier Loads from Superstructure Loads on Substructure Load Combinations 23 24
7 Loads from Superstructure Vertical Loads from Superstructures Dead Load of Structural and Nonstructural Components (DC) Dead Load of Wearing Surface (DW) Live Load (LL) and Impact (IM) Pedestrian Live Load (PL) Horizontal Loads from Superstructures Wind Load on Structures (WS) Wind Load on Live Load (WL) Earthquake Load (EQ) Vehicular Braking Force (BR), Centrifugal Force (CE), and Collision Force (CT) Creep (CR), Shrinkage (SH), Friction (FR), and Temperature (TG/ TU) 25 Loads on Substructures Vertical load acting on substructure Dead Load of Structural and Nonstructural Components (DC) Vertical Pressure from Dead Load of Earth Fill (EV) Horizontal loads acting on substructure Water Load and Stream Pressure (WA) Ice Load (IC) Wind Load on Structure (WS) Earthquake Load (EQ) Vehicular Collision Force (CT), Vessel Collision Force (CV) Horizontal Earth Pressure Load (EH) Earth Surcharge Load (ES) Live Load Surcharge (LS) 26 Wind Loads (WS, WL) WL WS (on Superstructure) WS (on Substructure) Vehicle Collision Forces (CT) Unless protected, abutments and piers located within a distance of 30.0 FT to the edge of roadway, or within a distance of 50.0 FT to the centerline of a railway track, shall be designed for an equivalent static force of 400 KIP, which is assumed to act in any direction in a horizontal plane, at a distance of 4.0 FT above ground. CT need not be considered for structures which are protected by: An embankment A structurally independent, crashworthy groundmounted 54.0-IN high barrier, located within 10.0 FT from the component being protected; Or a 42.0-IN high barrier located at more than 10.0 FT from the component being protected 27 28
8 Load Combinations Load Combinations Source: AASHTO (2002) 29 Source: AASHTO (2002) 30 Design of Abutment and Retaining Substructures Roles and Types Failure Limit States Loads on Abutment Roles and Types Roles of Abutment Provide support for bridge superstructure at the bridge ends Connect the bridge with the approach roadway Retain the roadway material (soil & rock) from the bridge span Types Abutment Open End Abutment Close End Abutment Retaining Structures Gravity Wall Cantilever Wall Anchored Walls Mechanically Stabilized Earth Walls Prefabricated Modular Walls 31 32
9 Types of Abutment Types of Abutment Open End Abutment Open End Abutment Close End Abutment Types of Abutment Types of Abutment Close End Abutment Open End Abutment Close End Abutment Has some slopes between abutment wall and roadway/ water channel below Requires relatively larger space Requires longer bridge span Allow for some roadway widening below bridge More economical Has no slopes between abutment wall and roadway/ water channel below Requires relatively smaller space (good for urban areas) Requires shorter bridge span No allowance for future widening More expensive to construct 35 36
10 Types of Retaining Structures Types of Retaining Structures Anchored Walls Types of Retaining Structures Types of Retaining Structures Mechanically Stabilized Earth Walls 39 40
11 Types of Retaining Structures Failure Limit States Abutment structures must be checked for: Global Stability Failure: Bearing Capacity (a) Overturning (b) Sliding Failure (c) Deep Seated Failure (d) Local Strength Failures: Compression Failure Bending Moment Failure Shear Deflection Etc Strength Limit States (Global) Loads on Abutment from Superstructure (a) (b) Vertical loads from superstructures Dead Load of Structural and Nonstructural Components (DC) Dead Load of Wearing Surface (DW) Live Load (LL) and Impact (IM) Pedestrian Live Load (PL) Horizontal loads from superstructures Wind Load on Structures (WS) (c) (d) Wind Load on Live Load (WL) Earthquake Load (EQ) Vehicular Braking Force (BR), Centrifugal Force (CE), and Collision Force (CT) T N 43 Creep (CR), Shrinkage (SH), Friction (FR), and Temperature (TG/ TU) 44
12 Loads on Abutment Itself Vertical loads acting on substructure Dead Load of Structural and Nonstructural Components (DC) Vertical Pressure from Dead Load of Earth Fill (EV) Loads on Abutment Horizontal loads acting on substructure Water Load and Stream Pressure (WA) Ice Load (IC) Earthquake Load (EQ) Vehicular Collision Force (CT), Vessel Collision Force (CV) Horizontal Earth Pressure Load (EH) Earth Surcharge Load (ES) Live Load Surcharge (LS) Earth Pressure (EH, ES, LS and DD) Earth pressure is a function of the: Type and unit weight of earth Water content Soil creep characteristics Degree of compaction Location of groundwater table Earth-structure interaction Amount of surcharge Earthquake effects Earth Pressure (EH) Basic earth pressure, p p h s k γ gz k h = coefficient of lateral earth pressure At-rest pressure coefficient, Ko Active pressure coefficient, Ka Passive pressure coefficient, Kp γ s = unit weight of soil z = depth below the surface of earth Force resultant is assumed to act at 0.4H from the base of wall 47 48
13 Earth Pressure (EH) Surcharge Loads (ES and LS) Constant horizontal earth pressure due to surcharge load is added to the basic earth pressure p kq s s k s = coefficient of earth pressure due to surcharge At-rest pressure coefficient, Ko Active pressure coefficient, Ka q s = uniform surcharge applied to the upper surface of the active earth wedge Source: AASHTO (2002) Loads on Abutment Live Load from Superstructure Loads on Abutment Earth Pressure and Surcharge Loads Concrete Approach slab H 51 Passive pressure is O ignored 52
14 Loads on Abutment Loads on Abutment Earth Pressure and Surcharge Loads Earth Pressure: Ph = ½ (EFP h )H 2 Pv = ½ (EFP v )H 2 Location at 0.4H instead of 1/3 EFP = Equivalent Fluid Pressure Concrete Approach slab H Earth Pressure and Surcharge Loads Pressures generated by the Live Load and Dead Load Surcharges: H L = Kw L H H D = Kw D H V L = w L (heel width) V D = w D (heel width) w L = h eq w D = slab thickness c V L V D Live load approach Concrete Approach slab H D W L W D H L H P v P v P h P h 0.5H 0.4H 0.4H Passive pressure is O ignored 53 Passive pressure is O ignored 54 Loads on Abutment Loads on Abutment Earth Pressure and Surcharge Loads Earth Pressure and Surcharge Loads Vertical Loads at the Bearing: DL and LL Horizontal Loads: BR (braking) CR (creep) SH (shrinkage) TU (temperature) BR CR+SH+TU DL LL V L V D Live load approach Concrete Approach slab H D W L W D H L H Dead Load of the abutment BR CR+SH+TU DL LL 3 V L V D 4 Live load approach Concrete Approach slab H D W L W D H L H P v P h 0.5H 2 P v P h 0.5H 0.4H 0.4H Passive pressure is O ignored 55 Passive pressure is O ignored 1 56
15 Design of Pier Substructures Types Failure Limit States Loads Design of RC Columns Piers Pier substructures may be designed using design procedures of columns Steel Concrete Composite Piers Reinforced Concrete Piers Piers Steel Truss Pier Source: (2005) 59 Source: (2005) 60
16 Piers Pier Shapes Piers may be Solid usually for short piers Hollow usually for taller piers to save weight (need large moment of inertia to prevent buckling and provide larger moment capacity for lateral loads) Pier Types Solid Wall Pier Single Pier (Hammer Head Type) Rigid Frame Piers Pier Types Steel Bridges 63 64
17 Pier Types Steel Bridges Pier Types Concrete Bridges Rigid Frame Pier Pier Types Concrete Bridges Pier Selection Factors that influences the selection of pier types includes: Types of superstructures Steel or Concrete Widths Location Over land or water Hydraulics Height (tall piers may be hollow to reduce weight) Space available Aesthetics 67 68
18 Pier Selection Guidelines Strength Limit States Pier structures must be checked for: Global Stability Failure: Overturning Local Strength Failures: Compression Failure Bending Moment Failure Shear Deflection Loads on Piers from Superstructure Vertical loads from superstructures Dead Load of Structural and Nonstructural Components (DC) Dead Load of Wearing Surface (DW) Live Load (LL) and Impact (IM) Pedestrian Live Load (PL) Horizontal loads from superstructures Wind Load on Structures (WS) Wind Load on Live Load (WL) Earthquake Load (EQ) Vehicular Braking Force (BR), Centrifugal Force (CE), and Collision Force (CT) Creep (CR), Shrinkage (SH), Friction (FR), and Temperature (TG/ TU) 71 Loads on Piers Itself Vertical load acting on substructure Dead Load of Structural and Nonstructural Components (DC) Horizontal loads acting on substructure Water Load and Stream Pressure (WA) Ice Load (IC) Wind Load on Structure (WS) Earthquake Load (EQ) Vehicular Collision Force (CT), Vessel Collision Force (CV) 72
19 Pier Load Analysis for Wind Loads Reinforced Concrete Columns Pure Axial (Ø=0.75) WL Sprial φp φ0.85p φ f ' ( A A ) A f n 0 c g st st y WS (on Superstructure) Tie φp φ0.80p φ f ' ( A A ) A f n 0 c g st st y Pure Flexure (beam) (Ø=0.90 for RC) WS (on Substructure) φmn φa ( sfy d a /2) Combined Axial and Flexure in on direction Interaction Diagram Investigate High Compressive Force Investigate High Bending (Low Compression) Reinforced Concrete Columns Axial Loads + Bending Moment Spiral vs. Tie columns Source: Wang et. al. (2006) 75 76
20 Reinforced Concrete Columns Biaxial Bending + Axial For high axial load Factored Axial Resistance when has eccentricity only in Y direction For low axial load P 0.1 φf ' A u c g P P P P M M rxy rx ry ux rx P 0.1 φf ' A u c g Muy 1.0 M ry 0 Factored Axial Resistance when has eccentricity only in X direction Factored Applied Moment in X and Y direction Factored Nominal Moment Capacity in X and Y direction For slender columns, must also determine the secondary moment due to P- Effect 77
Introduction to LRFD, Loads and Loads Distribution
Introduction to LRFD, Loads and Loads Distribution Thomas K. Saad, P.E. Federal Highway Administration Chicago, IL Evolution of Design Methodologies SLD Methodology: (f t ) D + (f t ) L 0.55F y, or 1.82(f
More informationNational Council of Examiners for Engineering and Surveying. Principles and Practice of Engineering Structural Examination
Structural Effective Beginning with the April 2011 The structural engineering exam is a breadth and exam examination offered in two components on successive days. The 8-hour Vertical Forces (Gravity/Other)
More information3.2 DEFINITIONS, cont. Revise or add the following definitions::
CALIFORNIA AMENDMENTS TO AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS THIRD EDITION W/ INTERIMS THRU 2006 _3-2A, 3-3A 3.2 DEFINITIONS, cont. Revise or add the following definitions:: Permanent Loads Loads
More informationSafe & Sound Bridge Terminology
Safe & Sound Bridge Terminology Abutment A retaining wall supporting the ends of a bridge, and, in general, retaining or supporting the approach embankment. Approach The part of the bridge that carries
More informationChapter 12 LOADS AND LOAD FACTORS NDOT STRUCTURES MANUAL
Chapter 12 LOADS AND LOAD FACTORS NDOT STRUCTURES MANUAL September 2008 Table of Contents Section Page 12.1 GENERAL... 12-1 12.1.1 Load Definitions... 12-1 12.1.1.1 Permanent Loads... 12-1 12.1.1.2 Transient
More informationREINFORCED CONCRETE. Reinforced Concrete Design. A Fundamental Approach - Fifth Edition. Walls are generally used to provide lateral support for:
HANDOUT REINFORCED CONCRETE Reinforced Concrete Design A Fundamental Approach - Fifth Edition RETAINING WALLS Fifth Edition A. J. Clark School of Engineering Department of Civil and Environmental Engineering
More informationSteel Bridge Design Handbook
U.S. Department of Transportation Federal Highway Administration Steel Bridge Design Handbook Loads and Load Combinations Publication No. FHWA-IF-12-052 - Vol. 7 November 2012 Notice This document is disseminated
More informationLRFD Bridge Design. AASHTO LRFD Bridge Design Specifications. Loading and General Information
LRFD Bridge Design AASHTO LRFD Bridge Design Specifications Loading and General Information Created July 2007 This material is copyrighted by The University of Cincinnati, Dr. James A Swanson, and Dr.
More information4B-2. 2. The stiffness of the floor and roof diaphragms. 3. The relative flexural and shear stiffness of the shear walls and of connections.
Shear Walls Buildings that use shear walls as the lateral force-resisting system can be designed to provide a safe, serviceable, and economical solution for wind and earthquake resistance. Shear walls
More informationLong-term serviceability of the structure Minimal maintenance requirements Economical construction Improved aesthetics and safety considerations
Design Step 7.1 INTEGRAL ABUTMENT DESIGN General considerations and common practices Integral abutments are used to eliminate expansion joints at the end of a bridge. They often result in Jointless Bridges
More informationFOUNDATION DESIGN. Instructional Materials Complementing FEMA 451, Design Examples
FOUNDATION DESIGN Proportioning elements for: Transfer of seismic forces Strength and stiffness Shallow and deep foundations Elastic and plastic analysis Foundation Design 14-1 Load Path and Transfer to
More informationTable of Contents. July 2015 12-1
Table of Contents 12.1 General... 3 12.2 Abutment Types... 5 12.2.1 Full-Retaining... 5 12.2.2 Semi-Retaining... 6 12.2.3 Sill... 7 12.2.4 Spill-Through or Open... 7 12.2.5 Pile-Encased... 8 12.2.6 Special
More informationCONTRACT SPECIFICATIONS - SEISMIC ISOLATION BEARINGS
CONTRACT SPECIFICATIONS - SEISMIC ISOLATION BEARINGS 1.0 DESIGN 1.1 Scope of Work 1.1.1 This work shall consist of furnishing Isolation Bearings and installing Isolation Bearing Assemblies at the locations
More informationDesign of Steel Structures Prof. S.R.Satish Kumar and Prof. A.R.Santha Kumar. Fig. 7.21 some of the trusses that are used in steel bridges
7.7 Truss bridges Fig. 7.21 some of the trusses that are used in steel bridges Truss Girders, lattice girders or open web girders are efficient and economical structural systems, since the members experience
More informationSECTION 5 ANALYSIS OF CONTINUOUS SPANS DEVELOPED BY THE PTI EDC-130 EDUCATION COMMITTEE LEAD AUTHOR: BRYAN ALLRED
SECTION 5 ANALYSIS OF CONTINUOUS SPANS DEVELOPED BY THE PTI EDC-130 EDUCATION COMMITTEE LEAD AUTHOR: BRYAN ALLRED NOTE: MOMENT DIAGRAM CONVENTION In PT design, it is preferable to draw moment diagrams
More informationDraft Table of Contents. Building Code Requirements for Structural Concrete and Commentary ACI 318-14
Draft Table of Contents Building Code Requirements for Structural Concrete and Commentary ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318 14) Chapter 1 General 1.1 Scope of ACI 318
More informationCHAPTER 13 CONCRETE COLUMNS
CHAER 13 CONCREE COUMNS ABE OF CONENS 13.1 INRODUCION... 13-1 13.2 YES OF COUMNS... 13-1 13.3 DESIGN OADS... 13-1 13.4 DESIGN CRIERIA... 13-2 13.4.1 imit States... 13-2 13.4.2 Forces... 13-2 13.5 AROXIMAE
More informationSTRUCTURAL FORENSIC INVESTIGATION REPORT
STRUCTURAL FORENSIC INVESTIGATION REPORT Partial Failure of Ramp AC Dunn Memorial Bridge Interchange BIN 109299A City of Albany, Albany County, New York July 27, 2005 Prepared by: NYSDOT October 20, 2005
More informationField Damage Inspection and Static Load Test Analysis of Jiamusi Highway Prestressed Concrete Bridge in China
Advanced Materials Research Vols. 163-167 (2011) pp 1147-1156 Online available since 2010/Dec/06 at www.scientific.net (2011) Trans Tech Publications, Switzerland doi:10.4028/www.scientific.net/amr.163-167.1147
More informationDESIGN SPECIFICATIONS FOR HIGHWAY BRIDGES PART V SEISMIC DESIGN
DESIGN SPECIFICATIONS FOR HIGHWAY BRIDGES PART V SEISMIC DESIGN MARCH 2002 CONTENTS Chapter 1 General... 1 1.1 Scope... 1 1.2 Definition of Terms... 1 Chapter 2 Basic Principles for Seismic Design... 4
More informationChallenging Skew: Higgins Road Steel I-Girder Bridge over I-90 OTEC 2015 - October 27, 2015 Session 26
2014 HDR Architecture, 2014 2014 HDR, HDR, Inc., all all rights reserved. Challenging Skew: Higgins Road Steel I-Girder Bridge over I-90 OTEC 2015 - October 27, 2015 Session 26 Brandon Chavel, PhD, P.E.,
More informationTechnical Notes 3B - Brick Masonry Section Properties May 1993
Technical Notes 3B - Brick Masonry Section Properties May 1993 Abstract: This Technical Notes is a design aid for the Building Code Requirements for Masonry Structures (ACI 530/ASCE 5/TMS 402-92) and Specifications
More informationFEBRUARY 2014 LRFD BRIDGE DESIGN 4-1
FEBRUARY 2014 LRFD BRIDGE DESIGN 4-1 4. STRUCTURAL ANALYSIS AND EVALUATION The analysis of bridges and structures is a mixture of science and engineering judgment. In most cases, use simple models with
More informationDeflections. Question: What are Structural Deflections?
Question: What are Structural Deflections? Answer: The deformations or movements of a structure and its components, such as beams and trusses, from their original positions. It is as important for the
More informationEarth Pressure and Retaining Wall Basics for Non-Geotechnical Engineers
PDHonline Course C155 (2 PDH) Earth Pressure and Retaining Wall Basics for Non-Geotechnical Engineers Instructor: Richard P. Weber, P.E. 2012 PDH Online PDH Center 5272 Meadow Estates Drive Fairfax, VA
More informationOptimum proportions for the design of suspension bridge
Journal of Civil Engineering (IEB), 34 (1) (26) 1-14 Optimum proportions for the design of suspension bridge Tanvir Manzur and Alamgir Habib Department of Civil Engineering Bangladesh University of Engineering
More informationA transverse strip of the deck is assumed to support the truck axle loads. Shear and fatigue of the reinforcement need not be investigated.
Design Step 4 Design Step 4.1 DECK SLAB DESIGN In addition to designing the deck for dead and live loads at the strength limit state, the AASHTO-LRFD specifications require checking the deck for vehicular
More informationSEISMIC DESIGN. Various building codes consider the following categories for the analysis and design for earthquake loading:
SEISMIC DESIGN Various building codes consider the following categories for the analysis and design for earthquake loading: 1. Seismic Performance Category (SPC), varies from A to E, depending on how the
More informationDISTRIBUTION OF LOADSON PILE GROUPS
C H A P T E R 7 DISTRIBUTION OF LOADSON PILE GROUPS Section I. DESIGN LOADS 7-1. Basic design. The load carried by an individual pile or group of piles in a foundation depends upon the structure concerned
More informationBRIDGE DESIGN SPECIFICATIONS APRIL 2000 SECTION 14 - BEARINGS
SECTION 14 - BEARINGS 14.1 SCOPE This section contains requirements for the design and selection of structural bearings. The selection and layout of the bearings shall be consistent with the proper functioning
More informationDesign of reinforced concrete columns. Type of columns. Failure of reinforced concrete columns. Short column. Long column
Design of reinforced concrete columns Type of columns Failure of reinforced concrete columns Short column Column fails in concrete crushed and bursting. Outward pressure break horizontal ties and bend
More informationWang, L., Gong, C. "Abutments and Retaining Structures." Bridge Engineering Handbook. Ed. Wai-Fah Chen and Lian Duan Boca Raton: CRC Press, 2000
Wang, L., Gong, C. "Abutments and Retaining Structures." Bridge Engineering Handbook. Ed. Wai-Fah Chen and Lian Duan Boca Raton: CRC Press, 000 9 Abutments and Retaining Structures Linan Wang California
More informationHunter College school of Social Work Thesis Proposal
Fall 2009 Hunter College school of Social Work Thesis Proposal To analyze how energy efficiency can be implemented using facade and green roof redesign. It ties structural engineering concepts with existing
More informationDetailing of Reinforcment in Concrete Structures
Chapter 8 Detailing of Reinforcment in Concrete Structures 8.1 Scope Provisions of Sec. 8.1 and 8.2 of Chapter 8 shall apply for detailing of reinforcement in reinforced concrete members, in general. For
More informationALLOWABLE LOADS ON A SINGLE PILE
C H A P T E R 5 ALLOWABLE LOADS ON A SINGLE PILE Section I. BASICS 5-1. Considerations. For safe, economical pile foundations in military construction, it is necessary to determine the allowable load capacity
More informationDesign of Bridges. Introduction. 3 rd to 4 th July 2012. Lecture for SPIN Training at the University of Dar es Salaam
Design of Bridges Introduction 3 rd to 4 th July 2012 1 FUNCTION OF A BRIDGE To connect two communities which are separated by streams, river, valley, or gorge, etc. 2 EVOLUTION OF BRIDGES 1. Log Bridge
More information1997 Uniform Administrative Code Amendment for Earthen Material and Straw Bale Structures Tucson/Pima County, Arizona
for Earthen Material and Straw Bale Structures SECTION 70 - GENERAL "APPENDIX CHAPTER 7 - EARTHEN MATERIAL STRUCTURES 70. Purpose. The purpose of this chapter is to establish minimum standards of safety
More informationUS 51 Ohio River Bridge Engineering and Environmental Study
US 51 Ohio River Bridge Engineering and Environmental Study ITEM NOS. 1-100.00 & 1-1140.00 Prepared by: Michael Baker Jr., Inc. 9750 Ormsby Station Rd Louisville, KY 40223 August 16, 2013 Table of Contents
More informationModule 7 (Lecture 24 to 28) RETAINING WALLS
Module 7 (Lecture 24 to 28) RETAINING WALLS Topics 24.1 INTRODUCTION 24.2 GRAVITY AND CANTILEVER WALLS 24.3 PROPORTIONING RETAINING WALLS 24.4 APPLICATION OF LATERAL EARTH PRESSURE THEORIES TO DESIGN 24.5
More informationBasics of Reinforced Concrete Design
Basics of Reinforced Concrete Design Presented by: Ronald Thornton, P.E. Define several terms related to reinforced concrete design Learn the basic theory behind structural analysis and reinforced concrete
More informationJune 2007 CHAPTER 7 - CULVERTS 7.0 CHAPTER 7 - CULVERTS 7.1 GENERAL
7.0 7.1 GENERAL For the purpose of this manual, culverts are defined as structures that are completely surrounded by soil and located below the surface of the roadway parallel to the general direction
More informationCH. 2 LOADS ON BUILDINGS
CH. 2 LOADS ON BUILDINGS GRAVITY LOADS Dead loads Vertical loads due to weight of building and any permanent equipment Dead loads of structural elements cannot be readily determined b/c weight depends
More informationThe unit costs are based on the trend line of the 3 low bids for the average quantity.
Page 1 of 8 COST ESTIMATE GENERAL INSTRUCTIONS The unit costs are based on the trend line of the 3 low bids for the average quantity. Apply the Unit Costs to ordinary structures. Unit Costs should generally
More informationChapter 3 Pre-Installation, Foundations and Piers
Chapter 3 Pre-Installation, Foundations and Piers 3-1 Pre-Installation Establishes the minimum requirements for the siting, design, materials, access, and installation of manufactured dwellings, accessory
More informationType of Force 1 Axial (tension / compression) Shear. 3 Bending 4 Torsion 5 Images 6 Symbol (+ -)
Cause: external force P Force vs. Stress Effect: internal stress f 05 Force vs. Stress Copyright G G Schierle, 2001-05 press Esc to end, for next, for previous slide 1 Type of Force 1 Axial (tension /
More information2015 ODOT Bridge Design Conference May 12, 2014. DeJong Rd Bridge High- Seismic Zone Case Study: Bridge Rehab vs. Replacement.
2015 ODOT Bridge Design Conference May 12, 2014 DeJong Rd Bridge High- Seismic Zone Case Study: Bridge Rehab vs. Replacement Mary Ann Triska 2015 HDR, all rights reserved. Presentation Outline Project
More informationMETHODS FOR ACHIEVEMENT UNIFORM STRESSES DISTRIBUTION UNDER THE FOUNDATION
International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 2, March-April 2016, pp. 45-66, Article ID: IJCIET_07_02_004 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=2
More information2.0 External and Internal Forces act on structures
2.0 External and Internal Forces act on structures 2.1 Measuring Forces A force is a push or pull that tends to cause an object to change its movement or shape. Magnitude, Direction, and Location The actual
More informationEXAMPLE 1 DESIGN OF CANTILEVERED WALL, GRANULAR SOIL
EXAMPLE DESIGN OF CANTILEVERED WALL, GRANULAR SOIL A sheet pile wall is required to support a 2 excavation. The soil is uniform as shown in the figure. To take into account the friction between the wall
More information1,045 m length of the Deh Cho Bridge
Innovative Design Features: Lightweight truss: The principles of lightweight design led to a saving of 25% in the use of structural steel. State of the art deck system: Designed as a four-way slab, it
More information(1) Minami Nagamachi and Naka Nagamachi viaducts between Shiraishi Zao and Sendai Stations on the Tohoku Shinkansen line
Report by the First Joint Survey Team of the JSCE Concrete and Structural Engineering Committees on the damage caused by the Great East Japan Earthquake April 5, 2011 (First Report) 1. Survey team members
More informationINTRODUCTION TO BEAMS
CHAPTER Structural Steel Design LRFD Method INTRODUCTION TO BEAMS Third Edition A. J. Clark School of Engineering Department of Civil and Environmental Engineering Part II Structural Steel Design and Analysis
More informationSEISMIC UPGRADE OF OAK STREET BRIDGE WITH GFRP
13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. 3279 SEISMIC UPGRADE OF OAK STREET BRIDGE WITH GFRP Yuming DING 1, Bruce HAMERSLEY 2 SUMMARY Vancouver
More informationSteel and composite bridges in Germany State of the Art
Steel and composite bridges in Germany State of the Art Univ.-Prof. Dr.-Ing. G. Hanswille Institute for Steel and Composite Structures University of Wuppertal Germany Univ.-Prof. em. Dr.-Ing. Dr. h.c.
More informationSLAB DESIGN. Introduction ACI318 Code provides two design procedures for slab systems:
Reading Assignment SLAB DESIGN Chapter 9 of Text and, Chapter 13 of ACI318-02 Introduction ACI318 Code provides two design procedures for slab systems: 13.6.1 Direct Design Method (DDM) For slab systems
More informationSECTION 3 DESIGN OF POST TENSIONED COMPONENTS FOR FLEXURE
SECTION 3 DESIGN OF POST TENSIONED COMPONENTS FOR FLEXURE DEVELOPED BY THE PTI EDC-130 EDUCATION COMMITTEE LEAD AUTHOR: TREY HAMILTON, UNIVERSITY OF FLORIDA NOTE: MOMENT DIAGRAM CONVENTION In PT design,
More informationASSESSMENT AND PROPOSED STRUCTURAL REPAIR STRATEGIES FOR BRIDGE PIERS IN TAIWAN DAMAGED BY THE JI-JI EARTHQUAKE ABSTRACT
ASSESSMENT AND PROPOSED STRUCTURAL REPAIR STRATEGIES FOR BRIDGE PIERS IN TAIWAN DAMAGED BY THE JI-JI EARTHQUAKE Pei-Chang Huang 1, Graduate Research Assistant / MS Candidate Yao T. Hsu 2, Ph.D., PE, Associate
More informationModule 5 (Lectures 17 to 19) MAT FOUNDATIONS
Module 5 (Lectures 17 to 19) MAT FOUNDATIONS Topics 17.1 INTRODUCTION Rectangular Combined Footing: Trapezoidal Combined Footings: Cantilever Footing: Mat foundation: 17.2 COMMON TYPES OF MAT FOUNDATIONS
More informationSession 5D: Benefits of Live Load Testing and Finite Element Modeling in Rating Bridges
Session 5D: Benefits of Live Load Testing and Finite Element Modeling in Rating Bridges Douglas R. Heath P.E., Structural Engineer Corey Richard P.E., Project Manager AECOM Overview Bridge Testing/Rating
More informationARCHITECTURE. Asst. Prof. Meltem VATAN KAPTAN meltemvatan@aydin.edu.tr
STRUCTURES IN ARCHITECTURE Asst. Prof. Meltem VATAN KAPTAN meltemvatan@aydin.edu.tr Istanbul Aydin University, Faculty of Engineering and Architecture ISTANBUL, TURKEY December 15, 2011 - GAZIANTEP If
More informationMETHOD OF STATEMENT FOR STATIC LOADING TEST
Compression Test, METHOD OF STATEMENT FOR STATIC LOADING TEST Tension Test and Lateral Test According to the American Standards ASTM D1143 07, ASTM D3689 07, ASTM D3966 07 and Euro Codes EC7 Table of Contents
More informationPerformance-based Evaluation of the Seismic Response of Bridges with Foundations Designed to Uplift
Performance-based Evaluation of the Seismic Response of Bridges with Foundations Designed to Uplift Marios Panagiotou Assistant Professor, University of California, Berkeley Acknowledgments Pacific Earthquake
More informationTechnical handbook Panel Anchoring System
1 Basic principles of sandwich panels 3 Design conditions 4 Basic placement of anchors and pins 9 Large elements (muliple rows) 10 Small elements (two rows) 10 Turned elements 10 Slender elements 10 Cantilevering
More informationETABS. Integrated Building Design Software. Concrete Shear Wall Design Manual. Computers and Structures, Inc. Berkeley, California, USA
ETABS Integrated Building Design Software Concrete Shear Wall Design Manual Computers and Structures, Inc. Berkeley, California, USA Version 8 January 2002 Copyright The computer program ETABS and all
More informationStructural Performance of Highway Bridges under Given Foundation Settlements
ASEE 2014 Zone I Conference, April 3-5, 2014, University of Bridgeport, Bridgeport, CT, USA. Structural Performance of Highway Bridges under Given Foundation Settlements Zhan Su*; Qian Wang, PhD, PE, Assistant
More informationFOOTING DESIGN EXAMPLE
County: Any Design: BRG Date: 10/007 Hwy: Any Ck Dsn: BRG Date: 10/007 FOOTING DESIGN EXAMPLE Design: Based on AASHTO LRFD 007 Specifications, TxDOT LRFD Bridge Design Manual, and TxDOT Project 0-4371
More informationAluminium systems profile selection
Aluminium systems profile selection The purpose of this document is to summarise the way that aluminium profile selection should be made, based on the strength requirements for each application. Curtain
More informationApproximate Analysis of Statically Indeterminate Structures
Approximate Analysis of Statically Indeterminate Structures Every successful structure must be capable of reaching stable equilibrium under its applied loads, regardless of structural behavior. Exact analysis
More informationSteel joists and joist girders are
THE STEEL CONFERENCE Hints on Using Joists Efficiently By Tim Holtermann, S.E., P.E.; Drew Potts, P.E.; Bob Sellers, P.E.; and Walt Worthley, P.E. Proper coordination between structural engineers and joist
More informationOverhang Bracket Loading. Deck Issues: Design Perspective
Deck Issues: Design Perspective Overhang Bracket Loading Deck overhangs and screed rails are generally supported on cantilever brackets during the deck pour These brackets produce an overturning couple
More informationDESIGN: (SUBSTRUCTURES, SPECIAL STRUCTURES AND MATERIALS) PART 12 BD 31/01 THE DESIGN OF BURIED CONCRETE BOX AND PORTAL FRAME STRUCTURES SUMMARY
DESIGN MANUAL FOR ROADS AND BRIDGES VOLUME 2 SECTION 2 HIGHWAY STRUCTURE DESIGN: (SUBSTRUCTURES, SPECIAL STRUCTURES AND MATERIALS) SPECIAL STRUCTURES PART 12 BD 31/01 THE DESIGN OF BURIED CONCRETE BOX
More informationWorked Example 2 (Version 1) Design of concrete cantilever retaining walls to resist earthquake loading for residential sites
Worked Example 2 (Version 1) Design of concrete cantilever retaining walls to resist earthquake loading for residential sites Worked example to accompany MBIE Guidance on the seismic design of retaining
More information200 Questions and Answers on Practical Civil Engineering Works. Vincent T. H. CHU
200 Questions and Answers on Practical Civil Engineering Works Vincent T. H. CHU CONTENTS 1. Bridge Works Q1-26 P4-14 2. Concrete Structures Q1-24 P15-23 3. Drainage Works Q1-19 P24-32 4. Earthworks Q1-10
More informationIntroduction to Beam. Area Moments of Inertia, Deflection, and Volumes of Beams
Introduction to Beam Theory Area Moments of Inertia, Deflection, and Volumes of Beams Horizontal structural member used to support horizontal loads such as floors, roofs, and decks. Types of beam loads
More informationStructural Axial, Shear and Bending Moments
Structural Axial, Shear and Bending Moments Positive Internal Forces Acting Recall from mechanics of materials that the internal forces P (generic axial), V (shear) and M (moment) represent resultants
More informationVol. II, Chapter. 4 HIGWAY STRUCTURES DESIGN HANDBOOK
STEEL BRIDGE BEARING SELECTION AND DESIGN GUIDE Vol. II, Chapter. 4 HIGWAY STRUCTURES DESIGN HANDBOOK TABLE OF CONTENTS NOTATION...i PART I - STEEL BRIDGE BEARING SELECTION GUIDE SELECTION OF BEARINGS
More informationSEISMIC DESIGN OF HIGHWAY BRIDGES
Journal of Japan Association for Earthquake Engineering, Vol.4, No.3 (Special Issue), 2004 SEISMIC DESIGN OF HIGHWAY BRIDGES Kazuhiko KAWASHIMA 1 and Shigeki UNJOH 2 1 Member of JAEE, Professor, Department
More informationSECTION 3 DESIGN OF POST- TENSIONED COMPONENTS FOR FLEXURE
SECTION 3 DESIGN OF POST- TENSIONED COMPONENTS FOR FLEXURE DEVELOPED BY THE PTI EDC-130 EDUCATION COMMITTEE LEAD AUTHOR: TREY HAMILTON, UNIVERSITY OF FLORIDA NOTE: MOMENT DIAGRAM CONVENTION In PT design,
More informationREPAIR AND RETROFIT OF BRIDGES DAMAGED BY THE 2010 CHILE MAULE EARTHQUAKE
Proceedings of the International Symposium on Engineering Lessons Learned from the 2011 Great East Japan Earthquake, March 1-4, 2012, Tokyo, Japan REPAIR AND RETROFIT OF BRIDGES DAMAGED BY THE 2010 CHILE
More informationResidential Deck Safety, Construction, and Repair
Juneau Permit Center, 4 th Floor Marine View Center, (907)586-0770 This handout is designed to help you build your deck to comply with the 2006 International Residential Building code as modified by the
More informationATLAS RESISTANCE Pier Foundation Systems
ATLAS RESISTANCE Pier Foundation Systems Foundation Repair Systems for Civil Construction Applications: Residential, Commercial, Industrial Atlas Resistance Piers have been used to restore and/or stabilize
More informationStatics of Structural Supports
Statics of Structural Supports TYPES OF FORCES External Forces actions of other bodies on the structure under consideration. Internal Forces forces and couples exerted on a member or portion of the structure
More informationTechnical Assignment 2 TABLE OF CONTENTS
2 TABLE OF CONTENTS Executive Summary...3 Introduction..5 Gravity Loads......6 Design Codes......7 Materials..8 Existing Structural System.. 10 Existing Floor System 15 Alternate Floor Framing Systems...17
More information1.2 Advantages and Types of Prestressing
1.2 Advantages and Types of Prestressing This section covers the following topics. Definitions Advantages of Prestressing Limitations of Prestressing Types of Prestressing 1.2.1 Definitions The terms commonly
More informationChapter 5 Bridge Deck Slabs. Bridge Engineering 1
Chapter 5 Bridge Deck Slabs Bridge Engineering 1 Basic types of bridge decks In-situ reinforced concrete deck- (most common type) Pre-cast concrete deck (minimize the use of local labor) Open steel grid
More information16. Beam-and-Slab Design
ENDP311 Structural Concrete Design 16. Beam-and-Slab Design Beam-and-Slab System How does the slab work? L- beams and T- beams Holding beam and slab together University of Western Australia School of Civil
More informationCode of Practice for Structural Use of Concrete 2013
Code of Practice for Structural Use of Concrete 2013 The Government of the Hong Kong Special Administrative Region Published: February 2013 Prepared by: Buildings Department 12/F-18/F Pioneer Centre 750
More informationChapter 7 Substructure Design... 7.1-1 7.1 General Substructure Considerations...7.1-1 7.1.1 Foundation Design Process...7.1-1 7.1.
Chapter 7 Contents Chapter 7 Substructure Design... 7.1-1 7.1 General Substructure Considerations...7.1-1 7.1.1 Foundation Design Process...7.1-1 7.1.2 Foundation Design Limit States...7.1-3 7.1.3 Seismic
More informationUnderpinning Systems 14.1 FOUNDATION REPAIR. Helical Piles
Helical Piles Howard A. Perko Copyright 0 2009 by John Wiley & Sons, Inc. All rights reserved. C h a p t e r 14 Underpinning Systems There has been tremendous growth in the use of helical piles for underpinning
More informationHigh Capacity Helical Piles Limited Access Projects
High Capacity Helical Piles Limited Access Projects Tel 403 228-1767 Canada, USA, Russia Brendan ODonoghue 519 830-6113 Presentation Summary 1. Helical piles Background on large diameter shafts and helices
More informationNUMERICAL ANALYSIS OF A HORIZONTALLY CURVED BRIDGE MODEL
10NCEE Tenth U.S. National Conference on Earthquake Engineering Frontiers of Earthquake Engineering July 21-25, 2014 Anchorage, Alaska NUMERICAL ANALYSIS OF A HORIZONTALLY CURVED BRIDGE MODEL K. Kinoshita
More informationTruss. are both simple and A Matsuo Example continuous trusses. The
Girder Bridge A girder bridge is perhaps the most common and most basic bridge. A log across a creek is an example of a girder bridge in its simplest form. In modern steel girder bridges, the two most
More informationGreen Thread Product Data
Green Thread Product Data Applications Dilute Acids Caustics Produced Water Industrial Waste Hot Water Condensate Return Materials and Construction All pipe manufactured by filament winding process using
More information[TECHNICAL REPORT I:]
[Helios Plaza] Houston, Texas Structural Option Adviser: Dr. Linda Hanagan [TECHNICAL REPORT I:] Structural Concepts & Existing Conditions Table of Contents Executive Summary... 2 Introduction... 3 Structural
More informationBRIDGE REHABILITATION TECHNIQUES
BRIDGE REHABILITATION TECHNIQUES Yogesh Chhabra, General Manager, The D S Brown Company, 57 Pioneer Road, Singapore 628508 Web www.dsbrown.com E-Mail ychhabra@dsbrown.com.sg Ph. +6598444104, +6565588111
More informationH 300 DESIGN LOADS AND DISTRIBUTION OF LOADS
6-86 H 300 TABLE OF CONTENTS H 300 DESIGN LOADS AND DISTRIBUTION OF LOADS SECTION NO. SUBJECT DATE H 310 GENERAL REQUIREMENTS Feb. 1984 H 320 DEAD LOAD " H 330 LIVE LOAD " H 331 HIGHWAY LIVE LOAD " H 332
More informationINCREASE OF DURABILITY AND LIFETIME OF EXISTING BRIDGES. PIARC TC 4.4 EXPERIENCE.
INCREASE OF DURABILITY AND LIFETIME OF EXISTING BRIDGES. PIARC TC 4.4 EXPERIENCE. M.Sc. Gediminas Viršilas Head of Bridge Division, Lithuanian Road Administration Working group 2 of PIARC Technical Committee
More informationIndex 20010 Series Prestressed Florida-I Beams (Rev. 07/12)
Index 20010 Series Prestressed Florida-I Beams (Rev. 07/12) Design Criteria AASHTO LRFD Bridge Design Specifications, 6th Edition; Structures Detailing Manual (SDM); Structures Design Guidelines (SDG)
More informationLEGACY REPORT ER-5110. www.icc-es.org. ICC Evaluation Service, Inc. Reissued November 1, 2003. Legacy report on the 1997 Uniform Building Code
LEGACY REPORT Reissued November 1, 2003 ICC Evaluation Service, Inc. www.icc-es.org Business/Regional Office # 5360 Workman Mill Road, Whittier, California 90601 # (562) 699-0543 Regional Office # 900
More informationHow To Design A Post Tensioned Deck For A Building
SAMUEL ÁVILA STRUCTURAL OPTION FACULTY CONSULTANT: THOMAS BOOTHBY UNIVERSITY OF CENTRAL FLORIDA S ACADEMIC VILLAGES ORLANDO, FL THESIS PROPOSAL EXECUTIVE SUMMARY DECEMBER 12, 2005 Introduction: The University
More information