National Steel Bridge Alliance STEEL BRIDGE DESIGN HANDBOOK
Draft prepared for NSBA Review
by
Donald W. White Professor Structural Engineering, Mechanics and Materials
Prepared for HDR Engineering, Inc.
School of Civil and Environmental Engineering ia Institute of Technology Atlanta, GA 30332-0355 e-mail: ******@ Phone: 404-894-5839 FAX: 404-894-0278
March 2006 Chapter 6 Structural Behavior of Steel
Table of Contents
1. INTRODUCTION ………………………………………………………………………….. 1
2. BEHAVIOR AND STRUCTURE TYPES ………………………………………………... 2 Rolled I-Section Stringer Systems ……………………………………………………... 2 General I-Section Stringer Systems ……………………………………………………. 3 Overview ………………………………………………………………………… 3 Fundamental Behavior of I-Section Stringer Systems ……………………….. 7 Integral Piers and Abutments ………………………………………………… 13 Temperature Movements ……………………………………………………... 15 Box-Section Stringer Systems ………………………………………………………… 16 Truss Bridges ………………………………………………………………………….. 21 Arch Bridges ………………………………………………………………………….. 24 Cable-Supported Bridges ……………………………………………………………... 28 General ………………………………………………………………………… 28 Suspension Bridges …………………………………………………………… 29 Cable-Stayed Bridges ………………………………………………………… 33 3. ELASTIC SYSTEM ANALYSIS, PONENT RESISTANCES …… 38 4. OVERALL SYSTEM BUCKLING VERSUS INDIVIDUAL MEMBER BUCKLING 42 Key Concepts ………………………………………………………………………….. 42 Lean-On Bracing Systems ……………………………………………………………. 45 General Consideration of System Stability Effects in Design ……………………….. 47 5. MEMBER BEHAVIOR AND DESIGN STRENGTH ………………………………….. 48 Tension Members ……………………………………………………………………… 48 Rolled or Built-Up Tension Members ……………………………………….. 48 Eyebars and P
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