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Designing Compact Gussets with the Uniform Force Method Member Free
Non Member 10.00
Designing for Ductile Performance of Bolted Seismic Connections to Axially Loaded Members Member Free
Non Member 10.00
Development and Application of Large-Size Shear Studs to Steel Girder Bridges Member Free
Non Member 10.00
Development of Design Rules for Composite Construction Member Free
Non Member 10.00
Development of Fabrication Guidelines for Cold Bending of Plates Member Free
Non Member 10.00
Discussion: A Technical Note: Derivation of the LRFD Column Design Equations Member Free
Non Member Free
Discussion: AISC LRFD Rules for Block Shear in Bolted Connections—A Review Member Free
Non Member Free
Discussion: Comparison of Design Specifications for the Design of Pipe and Round HSS Pedestrian Guardrail Systems Member Free
Non Member Free
Discussion: Design Concepts for Jib Cranes Member Free
Non Member Free
Discussion: Flexible Moment Connections for Unbraced Frames Subject to Lateral Forces – A Return to Simplicity Member Free
Non Member Free
Discussion: Updating Standard Shape Material Properties Database for Design and Reliability Member Free
Non Member Free
Discussion: Using Moment and Axial Interaction Equations to Account for Moment and Shear Lag Effects in Tension Members Member Free
Non Member Free
Dynamic Amplitude Prediction for Ballroom Floors Member Free
Non Member 10.00
Effect of Compound Buckling on Compression Strength of Built-up Members Member Free
Non Member 10.00
Effect of Loading Angle on the Behavior of Fillet Welds Member Free
Non Member 10.00
Effective Length Factors for Gusset Plate Buckling Member Free
Non Member 10.00
Effects of Cope Geometry on the Strength and Behavior of Cellular and Castellated Beams Member Free
Non Member 10.00
Effects of Slab Post-Tensioning on Supporting Steel Beams in Steel Framed Parking Deck Structures Member Free
Non Member 10.00
Effects of Variable Pretension on the Behavior of Bolted Connections with Prying Member Free
Non Member 10.00
Elastic and Plastic Section Moduli of Steel Angles About Principal Axes Member Free
Non Member 10.00