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Reliability-based design of utility pole structures

Author: Habib Joseph Dagher; Structural Engineering Institute. Reliability-Based Design Committee.
Publisher: Reston, VA : American Society of Civil Engineers, ©2006.
Series: ASCE manuals and reports on engineering practice, no. 111.
Edition/Format:   eBook : Document : EnglishView all editions and formats
Summary:

Provides technical information on the design of utility pole structures. This manual demonstrates how poles differing in material can be designed to equivalent reliability levels, provides means for  Read more...

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Genre/Form: Electronic books
Handbooks and manuals
Handbooks, manuals, etc
Additional Physical Format: Print version:
Reliability-based design of utility pole structures.
Reston, VA : American Society of Civil Engineers, ©2006
(DLC) 2005037138
Material Type: Document, Internet resource
Document Type: Internet Resource, Computer File
All Authors / Contributors: Habib Joseph Dagher; Structural Engineering Institute. Reliability-Based Design Committee.
ISBN: 9780784471494 0784471495
OCLC Number: 698590572
Description: 1 online resource (xii, 106 pages) : illustrations.
Contents: ""CONTENTS""; ""ACKNOWLEDGMENTS""; ""FIGURES""; ""TABLES""; ""1 INTRODUCTION""; ""1.1 Current Practice""; ""1.2 Reliability-Based Design""; ""1.3 Objective""; ""1.4 Scope""; ""1.5 Benefits""; ""1.6 Relation to National Electrical Safety Code and Other ASCE Guides""; ""2 RELIABILITY-BASED DESIGN METHODOLOGY""; ""2.1 Introduction""; ""2.2 Structural Systems""; ""2.3 Design of Wire System""; ""2.4 Types of Load-Producing Events and Return Period""; ""2.4.1 Weather-Related Events""; ""2.4.2 Accidental Events""; ""2.4.3 Construction and Maintenance Events""; ""2.5 Limit State Design"" ""2.5.1 Loads and Load Effects""""2.5.2 Component Strength""; ""2.5.3 Load and Resistance Factor Design Format""; ""2.6 Reliability-Based Design""; ""2.6.1 Target Reliability Levels and Corresponding Load Factors""; ""2.6.2 Selection of Strength Factor""; ""2.7 Moment Magnification Consideration for Flexible Poles""; ""2.8 Coordination of Failure Sequences""; ""2.8.1 Structures versus Foundations""; ""2.8.2 Wire System versus Support System""; ""2.8.3 Tangent versus Dead-End Structures""; ""3 LOADS""; ""3.1 Introduction""; ""3.1.1 Weather-Related Load Events"" ""3.1.2 Construction and Maintenance Events""""3.1.3 Failure Containment Loads""; ""3.1.4 Longitudinal Loads""; ""3.2 References to Appropriate Load Documents""; ""3.2.1 Weather-Related Loads""; ""3.2.2 Construction and Maintenance Loads""; ""3.2.3 Failure Containment Loads""; ""3.3 Regional and Local Weather-Related Loads""; ""3.3.1 Extreme Wind Loads""; ""3.3.2 Combined Ice and Wind Loads""; ""3.4 Effects of Load Factors or Load Return Periods""; ""4 STRENGTH OF SINGLE-POLE UTILITY STRUCTURES""; ""4.1 Introduction""; ""4.2 Objective""; ""4.3 Scope""; ""4.4 Characterizing Pole Strength"" ""B.1 Method 1: Empirical Assessment of R[sub(n)]""""B.1.1 Example 1: Wood Poles""; ""B.1.2 Example 2: Evaluation of Yield Strength of Steel Using Material Test Data""; ""B.2 Method 2: Monte Carlo Simulations with Mechanics-Based Models""; ""B.2.1 Example 1: Custom-Designed Steel Poles (Range of Pole Sizes)""; ""B.2.2 Example 2: Commodity Steel Poles (Single-Size Round Pole)""; ""APPENDIX C: REFERENCES""; ""APPENDIX D: NOTATION AND SI CONVERSION FACTORS""; ""D.1 Notation""; ""D.2 SI Conversion Factors""; ""INDEX""; ""A""; ""B""; ""C""; ""D""; ""E""; ""F""; ""G""; ""H""; ""I""; ""L""; ""M""
Series Title: ASCE manuals and reports on engineering practice, no. 111.
Responsibility: prepared by Reliability-Based Design Committee of the Structural Engineering Institute (SEI) of the American Society of Civil Engineers ; edited by Habib J. Dagher.
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