AISC
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526 Result(s) Found for: shapes database
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Stability of Beams and Girders [S2]
Continuing Education Torsional Bracing Requirements on the Stability of Steel I-Girders Yangqing Liu, Tongji University, Shanghai, China; Todd A. Helwig, University of Texas at Austin, Austin, Texas
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Stability at Elevated Temperatures [S5]
Continuing Education Influence of Simple Connection Restraint on the Lateral-Torsional Buckling Behavior of Restrained Beams under Fire Conditions Erica C. Fischer, Oregon State University,
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Stability of Plates [S10]
Continuing Education Web Crippling Strength of Longitudinally Stiffened Steel Plate Girder Webs Subjected to Concentrated Loading Nelson Loaiza and Carlos Graciano, Universidad Nacional de Colombia,
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Belmont Gateway Canopy - Chicago Transit Authority
Merit Award - Sculptures/Art Installations/Non-Building Structures Aesthetically, the design bridges the urban setting with nature by incorporating elements of a bygone park from the area. —2020
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Lateral Bracing of Beams Provided by Standing Seam Roof System: Concepts and Case Study
Continuing Education The standing seam roof (SSR) system is the most commonly used roof system for metal buildings due to its superior durability, water tightness, and energy efficiency. In this
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Design Aid for Connection Angle Welds Subjected to Combined Shear and Axial Loads
A Design Aid for Connection Angle Welds Subjected to Combined Shear and Axial Loads Loomis, Kenneth M.; Thornton, William A; Kane, Thomas Kenneth M. Loomis; William A Thornton; Thomas Kane 4 1985
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Buddy Holly Hall of Performing Arts and Sciences
National Award - $75 Million to $200 Million THE SPIRIT OF BUDDY HOLLY is alive and well in the form of a steel-framed performing arts center in the famed rocker’s hometown. Completed last year, the
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Allianz Field
National Award - $75 Million to $200 Million This type of project does not come to be without an intense level of engineering expertise, steel industry excellence, and a deep commitment to
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Effective Bracing of Flexural Members and Systems in Steel Buildings and Bridges
Continuing Education This is the 2017 T.R. Higgins Lecture. Todd A. Helwig, PhD, professor of civil engineering at the University of Texas at Austin, will present his lecture that is focused on the
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Cyclic Lateral-Torsional Buckling Response of Cold-Formed Steel C-Section Joists
Design of cold-formed steel (CFS) structures subjected to lateral seismic forces traditionally relies on the cyclic strength of subassemblages such as strapped/sheathed shear walls. Little regard is