Table Of ContentAnnual Index
First Quarter 1-40 Third Quarter 81-120
Second Quarter 41-80 Fourth Quarter 121-162
SUBJECT INDEX
BOLTS BEAMS
Comparative Effectiveness of Tightening Techniques Optimum Cost Design of Partially Composite
for A490 1 '/4-in. Diameter Bolts—Joan S. Dahl, Steel Beams Using LRFD—M. Asghar Bhatti.18
Le-Wu Lu, John W Fisher, and John Abruzzo.7 Strengthening of Existing Composite Beams Using
Specifying Bolt Length for High-Strength LRFD Procedures—John P. Miller, PE..65
Bolts—Charles J. Carter.43 A Closer Examination of the Axial Capacity of
Critique—Comparative Effectiveness of Tightening Eccentrically Loaded Single Angle Struts—
Techniques for A490 1 '/4-in. Diameter Bolts— LeRoy A. Lutz.73
David F. Sharp and Ronald L Flacker.77 Formulas for Beams with Semi-rigid
Connections—Nathan Kotlyar, PE..142
COLUMNS BRIDGES
Correction—Steel Rigid Frames with Leaning Discussion—Prestressed Steel Girders for Single
Columns—Michael D. Folse and Paul S. Nowak... 38 Span Bridges—Peter Kocsis, P.E., S.E..116
Future Use of Composite Steel-Concrete Columns
CONNECTIONS
in Highway Bridges—Ahmad M. Itani.110
The Effect of Burrs on the Shear Capacity of Bearing
Connections—F. J. Zwememan and Y. Saleh.3
FRAMES Effects of the Latest LRFD Block Shear Code
Optimization of Large Steel Truss Structures Using Change—Howard I. Epstein.30
Standard Cross Sections— A Rational Approach to Design of Tee Shear
R. Soegiarso and H. Adeli.83 Connections—W. A. Thornton.34
Improved Shear Strength of Webs Designed in Correction—Strength and Serviceability of Hanger
Accordance with the LRFD Specification— Connections—W. A. Thornton.39
Mark Andrew Bradford.95 Fatigue Life of Double Angle Tension Members—
Designing With Structural Tubing— J. Michael Stallings, Thomas E. Cousins,
Donald R. Sherman.101 and Bradley P. Christopher.55
Practical Advanced Analysis for Semi-rigid Frame The Effect of Eccentricity on Brace-to-gusset
Design—Seung-Eock Kim and Wai-Fah Chen .... 129 Angles—W A. Thornton. 123
LRFD Crane Girder Design Procedure and Block Shear of Structural Tees in Tension—
Aids—Jeffrey A. Laman, Ph.D., PE..153 Alternate Paths—Howard I. Epstein. 147
ENGINEERING JOURNAL / FOURTH QUARTER /1996 159
AUTHOR INDEX
John Abruzzo Peter Kocsis, PE., S.E.
See Joan S. Dahl.7 Discussion—Prestressed Steel Girders for Single
Span Bridges.116
H. Adeli
See R. Soegiarso.83 Nathan Kotlyar, PE.
Formulas for Beams with Semi-rigid Connections... 142
M. Asghar Bhatti
Optimum Cost Design of Partially Composite Steel Jeffrey A. Laman, Ph.D., PE.
Beams Using LRFD.18 LRFD Crane Girder Design Procedure and Aids .... 153
Le-Wu Lu
Mark Andrew Bradford
See Joan S. Dahl.7
Improved Shear Strength of Webs Designed in
Accordance with the LRFD Specification.95 LeRoy A. Lutz
A Closer Examination of the Axial Capacity of
Charles J. Carter
Eccentrically Loaded Single Angle Struts.73
Specifying Bolt Length for High-Strength Bolts.43
John P. Miller, PE.
Wai-Fah Chen
Strengthening of Existing Composite Beams Using
See Seung-Eock Kim.129
LRFD Procedures.65
Bradley R Christopher Paul S. Nowak
See J. Michael Stallings.55 See Michael D. Folse.38
Thomas E. Cousins Y. Saleh
See J. Michael Stallings.55 See F. J. Zwememan.3
Joan S. Dahl, Le-Wu Lu, John W. Fisher, and John Abruzzo David F. Sharp and Ronald L. Flucker
Comparative Effectiveness of Tightening Techniques Critique—Comparative Effectiveness of Tightening
for A490 1 V4-in. Diameter Bolts.7 Techniques for A490 1 Vi-in. Diameter Bolts.77
Howard I. Epstein Donald R. Sherman
Effects of the Latest LRFD Block Shear Designing With Structural Tubing.101
Code Change.30 R. Soegiarso and H. Adeli
Howard I. Epstein Optimization of Large Steel Truss Structures Using
Block Shear of Structural Tees in Tension— Standard Cross Sections.83
Alternate Paths.147 J. Michael Stallings, Thomas E. Cousins, arui
Bradley P. Christopher
John W. Fisher
Fatigue Life of Double Angle Tension Members.55
See Joan S. Dahl.7
W. A. Thornton
Ronald L Flucker
A Rational Approach to Design of Tee Shear
See David F. Sharp.77
Connections.34
Michael D. Folse and Paul S. Nowak
W. A. Thornton
Correction—Steel Rigid Frames with Leaning
Correction—Strength and Serviceability of Hanger
Columns.38
Connections.39
Ahmad M. Itani W A. Thornton
Future Use of Composite Steel-Concrete Columns The Effect of Eccentricity on Brace-to-gusset
in Highway Bridges.110 Angles.123
Seung-Eock Kim arui Wai-Fah Chen F. J. Zwemenuin arui Y. Saleh
Practical Advanced Analysis for Semi-rigid Frame The Effect of Burrs on the Shear Capacity of Bearing
Design.129 Connections.3
160 ENGINEERING JOURNAL / FOURTH QUARTER / 1996
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