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The Development of a New Design Procedure for Conventional Single-Plate Shear Connections Member Free
Non Member 10.00
The Disposable Knee-bracing Technique in Steel Frames Member Free
Non Member 10.00
The Dry Floor-- A New Approach to High Rise Apartment Buildings Member Free
Non Member 10.00
The Effect of Burrs on the Shear Capacity of Bearing Connections Member Free
Non Member 10.00
The Effect of Eccentricity on Brace-to-gusset Angles Member Free
Non Member 10.00
The Effect of Piece Marking Upon Fatigue Performance of Bridge Steel Member Free
Non Member 10.00
The Effect of Selected RFI Variables on Steel Fabrication Performance Member Free
Non Member 10.00
The Effective Length of Columns in Unbraced Frames Member Free
Non Member 10.00
The New Guide to Stability Design Criteria for Metal Structures Member Free
Non Member 10.00
The Performance and Design Checking of Chord-Angle Legs in Joist Girders Member Free
Non Member 10.00
The Poplar Street Bridge (Q2-1964) Member Free
Non Member 10.00
The Severity of Fires in Steel-Frame Buildings Member Free
Non Member 10.00
The Staggered Truss System-Structural Considerations Member Free
Non Member 10.00
The Ultimate Strength of Symmetric Beam Bolted Splices (Q2-2001) Member Free
Non Member 10.00
The Use of Orthotropic Decks in Redecking of Bridges Member Free
Non Member 10.00
Tips for Avoiding Crane Runway Problems Member Free
Non Member 10.00
Toward the Simplified Design of Single-Angle Beam-Columns Member Free
Non Member 10.00
Transfer Forces in Steel Structures Member Free
Non Member 10.00
Truss Analogy for Steel Moment Connections Member Free
Non Member 10.00
Two-Way Bending of Base Plates under Uniaxial Moment Loading--Alternative Approach Member Free
Non Member 10.00