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526 Result(s) Found for: shapes database
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In-Plane Fatigue Strength of Plates with Laminar Discontinuities
In-Plane Fatigue Strength of Plates with Laminar Discontinuities Brockenbrough, R.L.; Owens, D.E. R.L. Brockenbrough; D.E. Owens 3 1976 ALTHOUGH LAMINAR discontinuities in steel are of concern
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Investigation of Triangular Heats Applied to Mild Steel Plates
Investigation of Triangular Heats Applied to Mild Steel Plates Nicholls, J.I.; Weerth, D.E. J.I. Nicholls; D.E. Weerth 4 1972 HEAT CURVING or heat straightening is at the present time more an
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Notes on the AISC 360-16 Provisions for Slender Compression Elements in Compression Members
Notes on the AISC 360-16 Provisions for Slender Compression Elements in Compression Members Geschwindner, Louis F.; Troemner, Matthew Louis F. Geschwindner and Matthew Troemner 3 2016
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Partial Tube Concept for Mid-Rise Structures
Partial Tube Concept for Mid-Rise Structures Colaco, Joseph P. Joseph P. Colaco 4 1974 THE TRADITIONAL structural systems for mid-rise structures (20 to 40 stories) generally consist of either a
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Composite Action Duct-Beam System
A Composite Action Duct-Beam System Vergun, Dimitry K.; Shah, Kirit N. Dimitry K. Vergun; Kirit N. Shah 3 1968 THIS PAPER describes a new method of utilizing steel in building construction,
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Design of Horizontal Life Lines in Personal Fall Arrest Systems
Design of Horizontal Life Lines in Personal Fall Arrest Systems Dranger, Thomas S. Thomas S. Dranger 2 2016 <!-- td {border: 1px solid #ccc;}br {mso-data-placement:same-cell;} --> Personal fall
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Design of Lightly Loaded Steel Column Base Plates
Design of Lightly Loaded Steel Column Base Plates Murray, Thomas M. Thomas M. Murray 4 1983 One of the least-studied structural elements are column base plates. Even less attention has been paid
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Design Guide 24: Hollow Structural Section Connections - Print
Design Guide 24: Hollow Structural Section Connections - Print Softcover This design guide has been updated with a second edition. New print version available soon! AISC Design Guide 24, Hollow
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Creep Buckling of Steel Beam-Columns Subjected to Fire
Continuing Education This paper presents highlights of a computational study to investigate the influence of thermal creep of steel on the ultimate strength of steel beam-columns at elevated
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Geometric Imperfections in Shell Finite Element Models of CFS Members - A Review of Current State of Practice
Continuing Education In cold-formed steel structures (CFS), the ultimate strength, stiffness, and post-buckling behavior are highly susceptible to geometric nonlinearity, in addition to material