Table Of Content

2001 Annual Index First Qiuiner 1-64 Third Quarter 119-166 Second Quarter 65-118 Fourth Quarter 167-222 SUBJECT INDEX BEAMS AISC LRFD Rules for Block Shear in Bolted Connections—A Review Built-up Geoffrey L. Kulak and Gilbert Y. Grondin.199 Design Considerations for W-Shape Flexural CONNECTIONS Members Built-Up from Plates Richard M. Drake and Michael E. Bankes.176 Splices BRACING The Ultimate Strength of Unsymmetric Beam Bolted Splices Fundamentals of Beam Bracing Firas 1. Sheik-Ibrahim and Karl H. Frank.1(X) Joseph A. Yura.11 CONNECTIONS BRIDGES Seated Beam The Use of Orthotropic Decks in Redecking Errata; The Behavior and Load-Carr\ ing Capacity of Bridges—Roman Wolchuk.2 of Unstiffened Seated Beam Connections W. H. Yan^, F. Chen, and M. D. Bowman .... 118 COMPRESSION MEMBERS FIRE-RESISTANT CONSTRUCTION Constrained Through-Thickness Strength of Column Flanges of Various Grades and Chemistries Restrained Fire Resistance Ratings in Robert J. Dexter, Sara D. Prochnow, Structural Steel Buildings and Minerva 1. Perez .181 Richard G Gewain and Emile IT J. Troup.78 COMPRESSION MEMBERS The Effects of a Severe Fire on the Steel Frame of an Office Building Stepped Columns Robert J. Dexter and Le-wu Lu.167 Design of Mill Building Columns Using Notional Loads—Jon A. Schmidt .90 JOIST GIRDERS COMPRESSION MEMBERS The Performance and Design Checking of Chord-Angle Legs in Joist Girders Beam-Columns Theodore V. Galamhos .119 Strength of Singly Symmetric 1-Shaped LOAD AND RESISTANCE FACTOR DESIGN Beam-Columns—Theodore V. Galamhos .65 Columns CONNECTIONS A Technical Note; Derivation of the LRFD Design of Skewed Connections Column Design Equations Larry Kloiher and William Thornton.140 R. H R. Tide.137 ENGINEERING JOURNAL / FOURTH OUARTER / 2001 / 219 REPAIR SHEAR WALLS What You Should Know About Heat Straightening Steel Plate Shear Walls-An Over\dew—Geoffrey L. Repair of Damaged Steel Kulak. D.J. Laurie Kennedy, Robert G Driver, R. Richard Avent and David J. Makai.27 and Manoj Medhekar.50 SEISMIC DESIGN SINGLE ANGLES Seismic Behavior and Design of Concentrically Tables for the Design Strength of Eccentrically- Braced Steel Frames—Robert Tremblay.148 Loaded Single Angle Struts SheriefS. S. Sakla.127 Errata: Seismic Behavior and Design of Concentrically Braced Steel Frames Compactness and Bracing Recommendations Robert Tremblay.218 for Equal Leg Single Angle Beams Christopher J. Earls.204 220 / ENGINEERING JOURNAL / FOURTH QUARTER / 2001 AUTHOR INDEX R. Richard Avent Gilbert Y. Grondin What You Should Know About Heat Straightening AISC LRFD Rules for Block Shear in Bolted Repair of Damaged Steel .27 Connections—A Review.199 Michael E. Bankes D. J. Laurie Kennedy Design Considerations for W-Shape Flexural Members Steel Plate Shear Walls—An Overview.50 Built-Up from Plates.176 Larry Kloiber M. D. Bow man Design of Skewed Connections.140 Errata: The Behavior and Load-Carrying Capacity of Unstiffencd Seated Beam Connections .118 Geoffrey L. Kulak AISC LRFD Rules for Block Shear in Bolted Connec¬ W. F. Chen tions—A Review .199 Errata: The Behavior and Load-Carrying Capacity of Unstiffened Seated Beam Connections .118 Steel Plate Shear Walls—An Overview.50 Robert J. Dexter Le-w'u Lu Constrained Through-Thickness Strength of Column The Effects of a Severe Fire on the Steel Frame of an Flanges of Various Grades and Chemistries .... 181 Office Building.167 The Effects of a Severe Fire on the Steel Frame of an Manoj Medhekar Office Building.167 Steel Plate Shear Walls—An Overview.50 Richard M. Drake David J. Mukai Design Considerations for W-Shape Flexural Members What You Should Know About Heat Straightening Built-Up from Plates.176 Repair of Damaged Steel .27 Robert G Driver Minen'a /. Perez Steel Plate Shear Walls—An Overview.50 Constrained Through-Tbickness Strength of Column Flanges of Various Grades and Chemistries ... .181 Christopher J. Earls Compactness and Bracing Recommendations for Equal Sara D. Prochnow Leg Single Angle Beams.204 Constrained Through-Thickness Strength of Column Flanges of Various Grades and Chemistries .... 181 Karl H. Frank The Ultimate Strength of Unsymmetric Beam Bolted Sherief S. S. Sakla Splices.1(K) Tables for the Design Strength of Eccentrically-Loaded Single Angle Struts.127 Theodore V. Galainbos Strength of Singly Symmetric 1-Shaped Beam- Jon A. Schmidt Columns .65 Design of Mill Building Columns Using Notional Loads .90 The Performance and Design Checking of Chord- Angle Legs in Joist Girders.119 Liras /. Sheik-Ibrahim The Ultimate Strength of Unsymmetric Beam Bolted Richard G Gewain Splices .KX) Restrained Fire Resistance Ratings in Structural Steel Buildings .78 ENGINEERING JOURNAL / FOURTH QUARTER / 2001 / 221 William Thornton Emile W. J. Troup Design of Skewed Connections.140 Restrained Fire Resistance Ratings in Structural Steel Buildings .78 R. H. R. Tide A Technical Note: Derivation of the LRFD Column Roman Wolchuk Design Equations .137 The Use of Orthotropic Decks in Redecking of Bridges.2 Robert Tremblay Seismic Behav ior and Design of Concentrically Braced VU H. Yang Steel Frames.148 Errata: The Behavior and Load-Carrying Capacity of Unstiffened Seated Beam Connections .118 Errata: Seismic Behavior and Design of Concentri¬ cally Braced Steel Frames.218 Joseph A. Yura Fundamentals of Beam Bracing.11 222 / ENGINEERING JOURNAL / FOURTH QUARTER / 2001 - 4 , I ' . I' jt ■i