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1. BEAM TO BEAM SHEAR CONNECTION (보 단순 접합부) -UPN160/ UPN220 1) SOFTWARE INFORMATION 2) CODE SETTING 3) DESIGN CAPACITY (OWNER COMMENTS) - MOMENT : 0 % - SHEAR: 60% - AXIAL: 5% 2. RESULT 1) FIN PLATE CONNECTION - FAILED (SUPPORTED BEAM FAILED) - FIN PLATE/ SUPPORTED BEAM WEB PLATE/ BOLT FAILED - DEFORMATION CHECK 3. SOLUTION -1 (FIN PLATE + ADDED PLATE) 1) ADDED PLATE TO ATTACH ON THE SUPPORTED B..