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B1035.051.json
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{
"UniqueID": "55badc64-f473-4a64-9bd9-f94e659430bb",
"ID": "B1035.051",
"Description": "Costing is on a per bay basis. Costing does not include fireproofing removal or reapplication cost.",
"BasicUnit": "Each",
"Name": "Pre-Northridge WUF-B beam-column joint, beam both sides of column, beam depth <= W27",
"Author": "Greg Deierlein",
"Correlation": 0,
"Directional": true,
"EDPType": {
"Dimension": "NumLevels",
"TypeName": "Story Drift Ratio",
"DefaultUnits": "Radian",
"UserDefined": false
},
"Ratings": {
"DataQuality": "Average",
"DataRelevance": "Average",
"Documentation": "Superior",
"Rationality": "Superior"
},
"Official": true,
"DateCreated": "2012-10-12T16:47:42.5525683-07:00",
"Approved": true,
"Incomplete": false,
"Notes": "None",
"UseEDPValueOfFloorAbove": false,
"DamageStates": {
"DSGroupType": "Sequential",
"DamageState": [
{
"Name": null,
"Description": "Fracture of lower beam flange weld and failure of web bolts (shear tab connection), with fractures confined to the weld region. ",
"DamageImageName": "B1035.041-DS1-1.JPG",
"DamageStates": {
"DSGroupType": "MutuallyExclusive",
"DamageState": [
{
"Name": null,
"Description": "Fracture of lower beam flange weld and failure of web bolts (shear tab connection), with fractures confined to the weld region. ",
"DamageImageName": "B1035.041-DS1-1.JPG",
"ConsequenceGroup": {
"RepairMeasures": "Repair will typically require gouging out and re-welding of the beam flange weld, repair of shear tab, and replacing shear bolts.",
"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": 21096,
"UpperQuantity": 30,
"MinAmount": 14064,
"Uncertainty": 0.3584,
"CurveType": "Normal"
},
"TimeConsequence": {
"LowerQuantity": 10,
"MaxAmount": 57.9118,
"UpperQuantity": 30,
"MinAmount": 38.6082,
"Uncertainty": 0.3585,
"CurveType": "Normal"
}
},
"Percent": 0.75
},
{
"Name": null,
"Description": "Similar to DS1, except that fracture propagates into column flanges.",
"DamageImageName": "B1035.041-DS2-1.JPG",
"ConsequenceGroup": {
"RepairMeasures": "DESCRIPTION IS NOT COMPLETE: In addition to column measures for DS1, repairs to column will be necessary that will involve replacing a portion of the \u2026.",
"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": 22896,
"UpperQuantity": 30,
"MinAmount": 15264,
"Uncertainty": 0.3578,
"CurveType": "Normal"
},
"TimeConsequence": {
"LowerQuantity": 10,
"MaxAmount": 62.8553,
"UpperQuantity": 30,
"MinAmount": 41.9047,
"Uncertainty": 0.3578,
"CurveType": "Normal"
}
},
"Percent": 0.25
}
]
},
"Median": 0.017,
"Beta": 0.4
},
{
"Name": null,
"Description": "Fracture of upper beam flange weld, without DS1 type damage. Fracture is confined to beam flange region. ",
"DamageImageName": null,
"DamageStates": {
"DSGroupType": "MutuallyExclusive",
"DamageState": [
{
"Name": null,
"Description": "Fracture of upper beam flange weld, without DS1 type damage. Fracture is confined to beam flange region. ",
"DamageImageName": null,
"ConsequenceGroup": {
"RepairMeasures": "Repairs will be similar to those required for DS1, except that access to weld will likely require removal of a portion of the floor slab above the weld.",
"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": 29496,
"UpperQuantity": 30,
"MinAmount": 19664,
"Uncertainty": 0.3041,
"CurveType": "Normal"
},
"TimeConsequence": {
"LowerQuantity": 10,
"MaxAmount": 80.9649,
"UpperQuantity": 30,
"MinAmount": 53.9751,
"Uncertainty": 0.3041,
"CurveType": "Normal"
}
},
"Percent": 0.75
},
{
"Name": null,
"Description": "Similar to DS3, except that fracture propagates into column flanges.",
"DamageImageName": null,
"ConsequenceGroup": {
"RepairMeasures": "In addition to column measures for DS3, repairs to column will be necessary that will involve replacing a portion of the column flange.",
"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": 28944,
"UpperQuantity": 30,
"MinAmount": 19296,
"Uncertainty": 0.318,
"CurveType": "Normal"
},
"TimeConsequence": {
"LowerQuantity": 10,
"MaxAmount": 79.4524,
"UpperQuantity": 30,
"MinAmount": 52.9676,
"Uncertainty": 0.318,
"CurveType": "Normal"
}
},
"Percent": 0.25
}
]
},
"Median": 0.025,
"Beta": 0.4
},
{
"Name": null,
"Description": "Fracture initiating at weld access hole and propagating through beam flange, possibly accompanied by local buckling deformations of web and flange. ",
"DamageImageName": null,
"ConsequenceGroup": {
"RepairMeasures": "Repair is similar to that for DS1 except that a portion of the beam web and flange may need to be heat straightened or replaced.",
"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": 22656,
"UpperQuantity": 30,
"MinAmount": 15104,
"Uncertainty": 0.3264,
"CurveType": "Normal"
},
"TimeConsequence": {
"LowerQuantity": 10,
"MaxAmount": 62.2,
"UpperQuantity": 30,
"MinAmount": 41.5,
"Uncertainty": 0.326,
"CurveType": "Normal"
}
},
"Median": 0.03,
"Beta": 0.4
}
]
}
}