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526 Result(s) Found for: shapes database
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New Structural Stainless Steel Standard Available for Public Review
AISC 370 will encompass the design, fabrication, and erection of austenitic and duplex structural stainless steels: sections made from annealed sheet, strip, and plate that have not been subsequently
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Topology Optimization of Steel Shear Fuses to Resist Buckling
Continuing Education Shear-acting structural fuses are steel plates subjected to in-plane lateral displacements during extreme loading events such as earthquakes, that dissipate energy through
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Tentative Design Guideline for a New Steel Beam Connection Detail to Composite Tube Columns
A Tentative Design Guideline for a New Steel Beam Connection Detail to Composite Tube Columns Azizinamini, Atorod; Prakash, Bangalore Atorod Azizinamini; Bangalore Prakash 3 1993 Steel tubes of
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Basic Design Values Cards for 16th Edition
The Basic Design Value Cards are a design aid for the 2022 AISC Specification for Structural Steel Buildings (ANSI/AISC 360-22). These cards present some of the most frequently used equations from
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Basic Design Values Cards for 15th Edition
The Basic Design Value Cards are a design aid for the 2016 AISC Specification for Structural Steel Buildings (ANSI/AISC 360-16). These cards present some of the most frequently used equations from
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Imperfection insensitive thin steel tubular shells under bending
Continuing Education Thin cylindrical shells are highly sensitive to imperfections, and the presence of even small geometric imperfections reduces their capacity significantly. This high sensitivity
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Buckling strength sensitivity for thin-walled tubes with complex imperfections
Continuing Education Thin-walled tubes are widely used for civil infrastructure, such as wind turbine support towers. These tubes have inevitable defects arising from manufacturing. Like all shells,
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Stability of Structural Members [S11]
Continuing Education Unfavorable Imperfection Shapes in Steel Plate Girders for Web Local Crippling Sasa Kovacevic, Washington State University, Pullman, WA; Nenad Markovic and Milica Bendic,
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Stability of Stainless Steel Sections under Simple Loading
Continuing Education The present paper investigates the resistance of stainless steel open sections as influenced by local stability issues. In particular, the influence of a rounded stress-strain
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