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526 Result(s) Found for: shapes database
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Mathematical-Mechanical Model of WUF-B Connection Under Monotonic Load
Mathematical-Mechanical Model of WUF-B Connection Under Monotonic Load Yim, Hyun Chang; Krauthammer, Ted Hyun Chang Yim; Ted Krauthammer 2 2010 Connections in a steel frame are complex
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The Influence of Geometrical and Material Imperfections on the Stability and Resistance of I and H Sections
Continuing Education The design of steel structures has been deeply studied and reliable guidelines are provided in current standards. The ultimate resistance of open-sections such as I and H shapes
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Producer Profile
Current Status: Pending Approval Steel Availability Producer Profile For your protection, all changes to company information or shape sizes are sent to AISC for approval before publication on the
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On the Accuracy of the Current Direct Strength Method (DSM) Design Curve for Columns Failing in Global Modes
Continuing Education This work presents and discusses the results of an in-depth and extensive numerical investigation aimed at assessing how accurately is the currently codified DSM design/strength
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NTSB Update on Fern Hollow Bridge Highlights Urgent Infrastructure Maintenance Needs
“Bridge failures are sudden, but they do not begin suddenly,” said National Steel Bridge Alliance Chief Bridge Engineer Christopher Garrell, PE. “All materials deteriorate, and that deterioration,
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Technical Note: Unbraced Length Requirements for Steel Special Cantilever Column Systems
Technical Note: Unbraced Length Requirements for Steel Special Cantilever Column Systems Walter, R.J.; Uang, C.-M. Robert J. Walter and Chia-Ming Uang 4 2020 AISC Seismic Provisions Section
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Strengthening of Existing Composite Beams Using LRFD Procedures
Strengthening of Existing Composite Beams Using LRFD Procedures Miller, John P. John P. Miller 2 1996 Many times, the load carrying capacity of an existing composite steel floor beam needs to be
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Simulation of Geometric Imperfections in Cold-Formed Steel Members*
Continuing Education In this paper, a summary of the available imperfection measurements for cold-formed steel members is presented. Three methods to simulate imperfection fields are introduced: the
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Major and Minor Axis Stiffness Reduction of Steel Beam-Columns Under Axial Compression and Tension Conditions
For compact W-Shapes with an ECCS residual stress distribution pattern, the stiffness reduction that results from yielding of the cross-section due to uniaxial bending and axial loading are studied
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15th Edition Manual Seminar - Columbia, SC
Continuing Education The AISC Steel Construction Manual, 15th Ed. and 2016 Specification Seminar Columbia, SC This seminar is hosted by SEASC as part of their annual conference. Presented by Sam