Vol. 35 No. 3 (1998): Third Quarter 1998

Engineering Journal cover image

Published: 09/30/1998

Articles

K-factors for Unbraced Frames: Alignment Chart Accuracy for Practical Frame Variations

W.M. Kim Roddis, Hazlan Abdul Hamid, Chelsea Q. Guo

81-93
- PDF
Optimal Stiffness Design to Limit Static and Dynamic Wind Responses of Tall Steel Buildings

Chun-Man Chan

94-105
- PDF
The Ultimate Strength of Symmetric Beam Bolted Splices

Firas I. Sheikh-Ibrahim, Karl H. Frank

106-118
- PDF

Errata

Errata: Discussion - The Behavior and Load-Carrying Capacity of Unstiffened Seated Beam Connections

119-119
- PDF
Errata: Design Tables for Top- and Seat-Angle with Double Web-Angle Connections

119-120
- PDF

Discussion

Discussion: Improved Shear Strength of Webs Designed in Accordance with the LRFD Specification

Duane S. Ellifritt

121-121
- PDF

Closure

Closure: Improved Shear Strength of Webs Designed in Accordance with the LRFD Specification

Mark A. Bradford

122-123
- PDF

| American Institute of Steel Construction