Table Of Content

Annual 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 1 I r. t 1 I ii ' t ■■ 'v'^ "1 t