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B1035.032.json
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{
"UniqueID": "37bbfa9d-d8c7-490d-b9c6-6a9bde4b63fc",
"ID": "B1035.032",
"Description": "Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.",
"BasicUnit": "Each",
"Name": "Post-Northridge welded steel moment connection other than RBS, beams both sides, beam depth >= W30",
"Author": "Greg Deierlein",
"Correlation": 0,
"Directional": true,
"EDPType": {
"Dimension": "NumLevels",
"TypeName": "Story Drift Ratio",
"DefaultUnits": "Radian",
"UserDefined": false
},
"Ratings": {
"DataQuality": "Superior",
"DataRelevance": "Average",
"Documentation": "Superior",
"Rationality": "Superior"
},
"Official": true,
"DateCreated": "2012-10-12T16:47:42.4225683-07:00",
"Approved": true,
"Incomplete": false,
"Notes": "None",
"UseEDPValueOfFloorAbove": false,
"DamageStates": {
"DSGroupType": "Sequential",
"DamageState": [
{
"Name": null,
"Description": "Local beam flange and web buckling. ",
"DamageImageName": null,
"ConsequenceGroup": {
"RepairMeasures": "The likely repair state is heat straightening of the buckled flanges and web.",
"TagState": 0,
"UseCasualty": false,
"LongLeadFlag": false,
"AffectedFloorArea": null,
"AffectedDeathRate": 0,
"AffectedInjuryRate": 0,
"AffectedDeathRateBeta": 0,
"AffectedInjuryRateBeta": 0,
"RedTagMedian": 0,
"RedTagBeta": 0,
"CostConsequence": {
"LowerQuantity": 10,
"MaxAmount": 42000,
"UpperQuantity": 30,
"MinAmount": 28000,
"Uncertainty": 0.344,
"CurveType": "Normal"
},
"TimeConsequence": {
"LowerQuantity": 10,
"MaxAmount": 115.2957,
"UpperQuantity": 30,
"MinAmount": 76.8643,
"Uncertainty": 0.344,
"CurveType": "Normal"
}
},
"Median": 0.03,
"Beta": 0.3
},
{
"Name": null,
"Description": "DS1 plus lateral-torsional distortion of beam in hinge region. ",
"DamageImageName": null,
"ConsequenceGroup": {
"RepairMeasures": "Repair will necessitate removal and replacement of distorted and or fractured portion of beam. ",
"TagState": "Red",
"UseCasualty": false,
"LongLeadFlag": false,
"AffectedFloorArea": null,
"AffectedDeathRate": 0,
"AffectedInjuryRate": 0,
"AffectedDeathRateBeta": 0,
"AffectedInjuryRateBeta": 0,
"RedTagMedian": 0.5,
"RedTagBeta": 0.5,
"CostConsequence": {
"LowerQuantity": 10,
"MaxAmount": 70200,
"UpperQuantity": 30,
"MinAmount": 46800,
"Uncertainty": 0.2479,
"CurveType": "Normal"
},
"TimeConsequence": {
"LowerQuantity": 10,
"MaxAmount": 192.7076,
"UpperQuantity": 30,
"MinAmount": 128.4724,
"Uncertainty": 0.2479,
"CurveType": "Normal"
}
},
"Median": 0.04,
"Beta": 0.3
},
{
"Name": null,
"Description": "Low-cycle fatigue fracture in buckled region of RBS.",
"DamageImageName": null,
"ConsequenceGroup": {
"RepairMeasures": "Repair will necessitate removal and replacement of distorted and/or fractured portion of beam.",
"TagState": "Red",
"UseCasualty": false,
"LongLeadFlag": false,
"AffectedFloorArea": null,
"AffectedDeathRate": 0,
"AffectedInjuryRate": 0,
"AffectedDeathRateBeta": 0,
"AffectedInjuryRateBeta": 0,
"RedTagMedian": 0.5,
"RedTagBeta": 0.5,
"CostConsequence": {
"LowerQuantity": 10,
"MaxAmount": 70200,
"UpperQuantity": 30,
"MinAmount": 46800,
"Uncertainty": 0.2479,
"CurveType": "Normal"
},
"TimeConsequence": {
"LowerQuantity": 10,
"MaxAmount": 192.7076,
"UpperQuantity": 30,
"MinAmount": 128.4724,
"Uncertainty": 0.2479,
"CurveType": "Normal"
}
},
"Median": 0.05,
"Beta": 0.3
}
]
}
}