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Upgraded shear tab safety class mapping: DS3 -> SC3 #33

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Merged
zsarnoczay merged 1 commit into from
Sep 10, 2026
Merged

Upgraded shear tab safety class mapping: DS3 -> SC3 #33

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2 changes: 1 addition & 1 deletion src/atc138/data/damage_state_attribute_mapping.csv
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Expand Up @@ -10,7 +10,7 @@ B1029\.3\w+,Flexible Steel Diaphram for Tilt-Up Roof Systems,"In addition to dam
B1031\.00\w+,Bolted Shear Tab gravity connections for Steel Columns,"Yielding of shear tab and elongation of bolt holes, possible crack initiation around bolt holes or at shear tab weld. Damage in field is either obscured or deemed to not warrant repair. No repair conducted.",1,1,0,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,4,NA,1,0,0,0,0,0,0,0,5,20,1,0,9,0,1,NA,0
B1031\.00\w+,Bolted Shear Tab gravity connections for Steel Columns,"Yielding of shear tab and elongation of bolt holes, possible crack initiation around bolt holes or at shear tab weld.",1,2,0,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,4,full,1,0,0,0,0,0,0,0,5,20,1,0,9,0,1,NA,0
B1031\.00\w+,Bolted Shear Tab gravity connections for Steel Columns,Partial tearing of shear tab and possibility of bolt shear failure (6-bolt or deeper connections).,2,NA,2,0,0,1,0,0,0,0,0,0,1,0,0,1,bay,0,0,6,full,1,0,1,0,5,3,3,3,5,20,1,0,9,0,1,NA,0
B1031\.00\w+,Bolted Shear Tab gravity connections for Steel Columns,"Complete separation of shear tab, close to complete loss of vertical load resistance.",3,NA,2,0,0,1,0,0,0,0,0,0,1,0,0,1,bay,0,0,6,full,1,0,1,0,5,3,3,3,5,20,1,0,9,0,1,NA,0
B1031\.00\w+,Bolted Shear Tab gravity connections for Steel Columns,"Complete separation of shear tab, close to complete loss of vertical load resistance.",3,NA,3,0,0,1,0,0,0,0,0,0,1,0,0,1,bay,0,0,6,full,1,0,1,0,5,3,3,3,5,20,1,0,9,0,1,NA,0
B1031\.01\w+,Steel Column Base Plates,Initiation of crack at the fusion line between the column flange and the base plate weld. Damage in field is either obscured or deemed to not warrant repair. No repair conducted.,1,1,0,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,4,NA,0,0,0,0,0,0,0,0,5,20,1,0,5,6,2,NA,0
B1031\.01\w+,Steel Column Base Plates,Initiation of crack at the fusion line between the column flange and the base plate weld.,1,2,0,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,4,full,1,0,0,0,0,0,0,0,5,20,1,0,5,6,2,NA,0
B1031\.01\w+,Steel Column Base Plates,Propagation of brittle crack into column and/or base plate.,2,NA,2,0,0,0,0,0,0,0,0,0,0,0,0,0,NA,0,0,6,full,1,0,0,0,0,0,0,0,5,20,1,0,5,6,2,NA,0
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