Engineering Journal Volume 30 - Complete

Engineering Journal Volume 30 - Complete

AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC.
All Engineering Journal Articles are now available for download. $10 non-members, Free for members

Consist of :
1st Quarter 1993/Volume 30, No. 1
2nd Quarter 1993/Volume 30, No. 2
3rd Quarter 1993/Volume 30, No. 3
4th Quarter 1993/Volume 30, No. 4

1st Quarter 1993/Volume 30, No. 1

• Page 1: Lawrence G. Griffis
  Servicability Limit States Under Wind Load
• Page 17: A. Zureick
  Design Strength of Concentrically Loaded Single Angle Struts
• Page 31: Tony Lue and Duane S. Ellifritt
  The Warping Constant for the W-Section with a Channel Cap
• Page 34: Charles J. Carter and Louis F. Geschwindner
  The Economic Impact of Overspecifying Simple Connections
• Page 37: Discussion—William E. Moore II
  Simple Equations for Effective Length Factors—Pierre Dumonteil
• Page 38: Correction—Pierre Dumonteil
  Simple Equations for Effective Length Factors
• Page 39: Correction—Lewis B. Burgett
  Fast Check for Block Shear

2nd Quarter 1993/Volume 30, No. 2

• Page 41: Thomas Sputo
  Design of Pipe Column Base Plates Under Gravity Load
• Page 44: W. Samuel Easterling, David R. Gibbings, and Thomas M. Murray
  Strength of Shear Studs in Steel Deck on Composite Beams and Joists
• Page 56: James W. Marsh
  Earthquakes: Steel Structures Performance and Design Code Developments
• Page 66: American Institute of Steel Construction, Inc.
  SI Units for Structural Steel Design
• Page 68: Neil Wexler
  Composite Girders with Partial Restraints: A New Approach

3rd Quarter 1993/Volume 30, No. 3

• Page 77: W. Samuel Easterling and Lisa Gonzalez Giroux
  Shear Lag Effects in Steel Tension Members
• Page 90: N. Kishi, W. F. Chen, Y. Goto, and K. G. Matsuoka
  Design Aid of Semi-rigid Connections for Frame Analysis
• Page 108: Atorod Azizinamini and Bangalore Prakash
  A Tentative Design Guideline for a New Steel Beam Connection Detail to Composite Tube Columns

4th Quarter 1993/Volume 30, No. 4

• Page 117: D. E. Allen and T. M. Murray
  Design Criterion for Vibrations Due to Walking
• Page 130: Won-Sun King and Wai-Fah Chen
  LRFD Analysis for Semi-Rigid Frame Design
• Page 141: Lai-Choon Ting, Nandivaram E. Shanmugam, and Seng-Lip Lee
  Design of I-Beam to Box-Column Connection Stiffened Externally
• Page 150: Discussion—Thomas Sputo and Nestor R. Iwankiw
  Design of Pipe Column Base Plates Under Gravity Load—Thomas Sputo
• Page 152: Correction—ASD/LRFD Volume II—Connections
  Shear Tab Design Tables
• Page 153: 1993 Annual Index

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