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
    DOI: https://doi.org/10.62913/engj.v35i3.704

  • Optimal Stiffness Design to Limit Static and Dynamic Wind Responses of Tall Steel Buildings

    Chun-Man Chan
    94-105
    DOI: https://doi.org/10.62913/engj.v35i3.703

  • The Ultimate Strength of Symmetric Beam Bolted Splices

    Firas I. Sheikh-Ibrahim, Karl H. Frank
    106-118
    DOI: https://doi.org/10.62913/engj.v35i3.702

Errata

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

    119-119
    DOI: https://doi.org/10.62913/engj.v35i3.708

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

    119-120
    DOI: https://doi.org/10.62913/engj.v35i3.707

Discussion

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

    Duane S. Ellifritt
    121-121
    DOI: https://doi.org/10.62913/engj.v35i3.706

Closure

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

    Mark A. Bradford
    122-123
    DOI: https://doi.org/10.62913/engj.v35i3.705
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