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B1035.061b.json
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{
"UniqueID": "d6fb5fb2-92ca-43eb-a354-fb5f6e387768",
"ID": "B1035.061b",
"Description": "Costing is on a per connection basis. Costing does not include fireproofing removal or reapplication cost.",
"BasicUnit": "Each",
"Name": "EBF Shear Link, no floor beams, link w < 200 PLF",
"Author": "Not Given",
"Correlation": 0,
"Directional": true,
"EDPType": {
"Dimension": "NumLevels",
"TypeName": "Link Rotation Angle",
"DefaultUnits": "Radian",
"UserDefined": false
},
"Ratings": {
"DataQuality": "Superior",
"DataRelevance": "Superior",
"Documentation": "Superior",
"Rationality": "Superior"
},
"Official": true,
"DateCreated": "2012-10-12T16:47:42.6805683-07:00",
"Approved": true,
"Incomplete": false,
"Notes": "None",
"UseEDPValueOfFloorAbove": false,
"DamageStates": {
"DSGroupType": "Sequential",
"DamageState": [
{
"Name": null,
"Description": "Damage to concrete slab above the link beam.",
"DamageImageName": "B1035.061-DS1-1.JPG",
"ConsequenceGroup": {
"RepairMeasures": "Replace concrete slab.",
"TagState": 0,
"UseCasualty": false,
"LongLeadFlag": false,
"AffectedFloorArea": null,
"AffectedDeathRate": 0,
"AffectedInjuryRate": 0,
"AffectedDeathRateBeta": 0,
"AffectedInjuryRateBeta": 0,
"RedTagMedian": 0,
"RedTagBeta": 0,
"CostConsequence": {
"LowerQuantity": 2,
"MaxAmount": 123900,
"UpperQuantity": 5,
"MinAmount": 66080,
"Uncertainty": 0.308,
"CurveType": "Normal"
},
"TimeConsequence": {
"LowerQuantity": 2,
"MaxAmount": 340.3725,
"UpperQuantity": 5,
"MinAmount": 181.651,
"Uncertainty": 0.3083,
"CurveType": "Normal"
}
},
"Median": 0.04,
"Beta": 0.3
},
{
"Name": null,
"Description": "Web local buckling, flange local buckling.",
"DamageImageName": "B1035.061-DS2-1.JPG",
"ConsequenceGroup": {
"RepairMeasures": "Heat straightening of buckled elements.",
"TagState": "Red",
"UseCasualty": false,
"LongLeadFlag": false,
"AffectedFloorArea": null,
"AffectedDeathRate": 0,
"AffectedInjuryRate": 0,
"AffectedDeathRateBeta": 0,
"AffectedInjuryRateBeta": 0,
"RedTagMedian": 0.5,
"RedTagBeta": 0.5,
"CostConsequence": {
"LowerQuantity": 2,
"MaxAmount": 137400,
"UpperQuantity": 5,
"MinAmount": 77860,
"Uncertainty": 0.2695,
"CurveType": "Normal"
},
"TimeConsequence": {
"LowerQuantity": 2,
"MaxAmount": 376.7255,
"UpperQuantity": 5,
"MinAmount": 213.2824,
"Uncertainty": 0.27,
"CurveType": "Normal"
}
},
"Median": 0.06,
"Beta": 0.3
},
{
"Name": null,
"Description": "Initiation of fracture in the link beam and link flange.",
"DamageImageName": "B1035.061-DS3-1.JPG",
"ConsequenceGroup": {
"RepairMeasures": "Replace EBF link.",
"TagState": "Red",
"UseCasualty": false,
"LongLeadFlag": false,
"AffectedFloorArea": null,
"AffectedDeathRate": 0,
"AffectedInjuryRate": 0,
"AffectedDeathRateBeta": 0,
"AffectedInjuryRateBeta": 0,
"RedTagMedian": 0.25,
"RedTagBeta": 0.5,
"CostConsequence": {
"LowerQuantity": 2,
"MaxAmount": 210900,
"UpperQuantity": 5,
"MinAmount": 119510,
"Uncertainty": 0.194,
"CurveType": "Normal"
},
"TimeConsequence": {
"LowerQuantity": 2,
"MaxAmount": 578.9804,
"UpperQuantity": 5,
"MinAmount": 328.1059,
"Uncertainty": 0.1938,
"CurveType": "Normal"
}
},
"Median": 0.08,
"Beta": 0.3
}
]
}
}