AISC 360-22 Connection Design Checklist (Excel)
The AISC 360-22 Connection Design Checklist (Excel) is a structured, spreadsheet-based engineering resource that guides structural engineers through the systematic verification of steel connections in accordance with the 2022 AISC Specification for Structural Steel Buildings. It organizes design steps, code references, calculation prompts, and compliance checks into tabular format to reduce omissions and enhance traceability. The checklist supports both bolted and welded connections for common configurations—including shear tabs, moment end-plates, double-angle, and T-stub connections—while enforcing limit states per Chapter J and referenced provisions.
📖 Overview
📑 Key Components
🎯 Applications
- ✓ Pre-submittal internal design review for structural steel packages
- ✓ Training aid for early-career engineers learning AISC 360-22 connection logic
- ✓ QA/QC documentation for third-party plan reviewers and building officials
📐 Key Formulas
Block Shear Strength (LRFD)
φRn = φ[0.6FyAgv + UbsFuAnv] ≤ φ[0.6FuAnv + UbsFuAnt]
Calculates nominal block shear strength for coped beams and gusset plates per AISC 360-22 Section J4.3, using resistance factor φ = 0.75
Bolt Shear Strength (LRFD)
φRn = φFnAb
Determines available shear strength per bolt, where φ = 0.75, Fn is nominal shear stress (e.g., 48 ksi for A325-X), and Ab is bolt area
Weld Strength (LRFD)
φRn = φ(0.60FEXX)(w)(L)
Computes available strength of a fillet weld per AISC 360-22 Section J2.4, where φ = 0.75, FEXX is electrode strength, w is effective throat, and L is weld length