2.1 SPECIAL AND INTERMEDIATE MOMENT FRAME CONNECTION TYPES 2.2 CONNECTION STIFFNESS 2.3 MEMBERS 2.4 CONNECTION DESIGN PARAMETERS 2.5 REQUIRED SHEAR STRENGTH OF BEAM 2.6 CONTINUITY PLATES 2.7 PANEL ZONES 2.8 COLUMN-BEAM MOMENT RATIOS 2.9 PROTECTED ZONE