🔩 Structural Steel Connection Design - Complete Guide

29 Why Connections Are the Weakest Link — And Why That’s Good 30 Decoding AISC 360 Chapter J: The ‘How’ Behind Connection Limits 31 AISC 341 Seismic Provisions: What Changes When Life Safety Is Non-Negotiable 32 Shear vs. Bearing vs. Slip-Critical: Selecting the Right Mode 33 Bolt Group Analysis Using Elastic Method — Step-by-Step 34 Practical Bolt Tightening: Torque, Tension, and Calibration Reality 35 Groove vs. Fillet: When Geometry Dictates Strength 36 Effective Throat & Weld Strength Calculations — With Real Electrode Data 37 Field Weld Failures: Lessons from the NorCal Bridge Project 38 Double-Angle vs. Shear Tab vs. Single-Plate: Choosing for Constructability 39 Beam-to-Column Flange-Bolted (FR) Connections: Detailing Pitfalls & Fixes 40 End-Plate Moment Connections: From Praying Action to Prying Action 41 Base Plate Design for Uplift & Overturning: Anchor Rod Layout Optimization 42 Special Moment Frame (SMF) Qualification Pathways Explained 43 EBF Link Design: Balancing Energy Dissipation and Replaceability 44 Composite Beam-to-Column Shear Connections: Interaction Effects You Can’t Ignore 45 Thermal Compatibility in Composite Connections: Real Data from Texas Rack 46 Block Shear Failure: When Gusset Plates Surprise You 47 Rotation Stiffness Modeling: How Your Connection Choice Alters Frame Drift 48 AISC J3.4 in Practice: Edge Distance, Spacing, and Hole Sizing Decoded 49 Weld Symbol Literacy: Reading Drawings Like a Fabricator 50 Connection Cost Drivers: Labor vs. Materials vs. Inspection 51 QA/QC Workflow for High-Reliability Connections: From Shop Drawing Review to NDT Signoff 52 Comprehensive Quiz: Structural Steel Connection Design Mastery