SMF Connection Detailing Standards Compliance Matrix (Excel)
The SMF Connection Detailing Standards Compliance Matrix (Excel) is a structured spreadsheet tool used by structural engineers and detailers to systematically verify that Special Moment Frame (SMF) connections comply with applicable seismic design provisions—primarily ASCE 7, AISC 341, and ACI 318. It maps connection attributes (e.g., beam-to-column geometry, weld types, stiffener requirements) against mandatory code criteria and provides pass/fail indicators or compliance notes. The matrix serves as both a design validation checklist and an audit-ready documentation artifact for plan review and construction oversight.
📖 Overview
📑 Key Components
🎯 Applications
- ✓ Pre-submittal design validation for building permit applications
- ✓ Shop drawing review and approval by structural engineers of record
- ✓ Seismic peer review and jurisdictional plan check documentation
📐 Key Formulas
Panel Zone Shear Strength Check
V_pz ≤ 0.6 * F_y * d_c * t_wc
Verifies that the column panel zone shear capacity meets minimum strength requirements per AISC 341 Table K2-1, where V_pz is required panel zone shear, F_y is column yield stress, d_c is column depth, and t_wc is column web thickness.
Beam Flange Weld Minimum Size
w_min = 0.75 * t_fb
Calculates minimum fillet weld size for beam flange-to-column connection per AISC 341 K2.3b, where t_fb is beam flange thickness.
Doubler Plate Thickness Requirement
t_dp ≥ (V_u * d_c) / (0.6 * F_y * h_pz)
Determines minimum doubler plate thickness to prevent panel zone yielding under factored shear, per AISC 341 K2.4a, where V_u is factored panel zone shear, h_pz is panel zone height.