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526 Result(s) Found for: shapes database
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Reliability of HSS Cross Connections in Branch Axial Compression
Reliability of HSS Cross Connections in Branch Axial Compression Rudman, D.F.; Xi, Q., Packer, J.A.; Tousignant, K. Dillon F. Rudman, Quanhan Xi, Jeffrey A. Packer, and Kyle Tousignant 4 2022 A
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Simplified Equations for Shear Strength of Composite Concrete-Filled Steel Tubes
Simplified Equations for Shear Strength of Composite Concrete-Filled Steel Tubes Kenarangi, H.; Bruneau, M.; Varma, A.H.; Ahmad, M. Hadi Kenarangi, Michel Bruneau, Amit H. Varma, and Mubashshir
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Stability for Modular Construction [N86A]
Continuing Education Steel modular buildings come in many shapes and sizes, and stability considerations change depending on the height and type of modular units used. This panel will discuss the
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United States Olympic and Paralympic Museum
Jigsaw Puzzle United States Olympic and Paralympic Museum To ensure maximum accessibility, the design of the United States Olympic and Paralympic Museum forms a continuous path from the top to the
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Flexural-Torsional Buckling and its Implications for Steel Compression Member Design
Flexural-Torsional Buckling and its Implications for Steel Compression Member Design Zahn, Cynthia J.; Iwankiw, Nestor R. Cynthia J. Zahn; Nestor R. Iwankiw 4 1989 Flexural-torsional and
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Hyperboloid Space Frames for Tower Structures
Hyperboloid Space Frames for Tower Structures Levinton, Zusse Zusse Levinton 3 1967 IN RECENT YEARS the quest for esthetics in structural design has resulted in a number of new forms, utilizing
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AISC Column Design Logic Makes Sense for Composite Columns, Too
AISC Column Design Logic Makes Sense for Composite Columns, Too Furlong, Richard W. Richard W. Furlong 1 1976 STRUCTURAL engineers of North America have regarded the composite column generally
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Allied Organizations
An impressive example of a nonprofit elevating the profile of skilled trade careers and targeting youth is Be Pro Be Proud, Inc. Allied organizations can be clear in their goals and flexible in their
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Tearout Strength of Concentrically Loaded Bolted Connections
Tearout Strength of Concentrically Loaded Bolted Connections Franceschetti, N.; Denavit, M.D. Nicolo Franceschetti and Mark D. Denavit 3 2021 The limit state of tearout can complicate the design
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Determination of Second-Order Effects and Design for Stability Using the Drift Limit
Determination of Second-Order Effects and Design for Stability Using the Drift Limit Sabelli, R.; Griffis, L.; Geschwindner, L.F. Rafael Sabelli, Larry Griffis, and Louis F. Geschwindner 3 2021