-
Notifications
You must be signed in to change notification settings - Fork 1
/
Copy pathB1033.063b.json
141 lines (141 loc) · 6.94 KB
/
B1033.063b.json
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
{
"UniqueID": "2012253d-e15b-4113-a365-b5344a6fba0f",
"ID": "B1033.063b",
"Description": "Costing on a per bay basis, equivalent to AISC OCBF criteria. Braces may be HSS, WF, or Angle. Costing does not include fireproofing removal or reapplication cost.",
"BasicUnit": "Each",
"Name": "Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, X Brace, Brace 41 PLF < w < 99 PLF",
"Author": "Not Given",
"Correlation": 0,
"Directional": true,
"EDPType": {
"Dimension": "NumLevels",
"TypeName": "Story Drift Ratio",
"DefaultUnits": "Radian",
"UserDefined": false
},
"Ratings": {
"DataQuality": "Average",
"DataRelevance": "Average",
"Documentation": "Average",
"Rationality": "Average"
},
"Official": true,
"DateCreated": "2012-10-12T16:47:41.3275683-07:00",
"Approved": true,
"Incomplete": false,
"Notes": "None\nImport errors:\n Warning: B1033.063b: B1033.063b: DS1 overlaps DS2 in the range of 0.04 to 0.0712 - Make sure damage states are minimally overlapping\n",
"UseEDPValueOfFloorAbove": false,
"DamageStates": {
"DSGroupType": "Sequential",
"DamageState": [
{
"Name": null,
"Description": "Buckling of brace in excess of the brace depth. Initiation of yielding and out-of-plane deformation of the gusset. Initiation of cracking of welds of gusset. Initiation of yielding in beams and columns adjacent to gusset.",
"DamageImageName": null,
"ConsequenceGroup": {
"RepairMeasures": "Brace damage is largely aesthetic. Heat straightening may be desirable but replacement would be for aesthetic reasons. Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons.",
"TagState": "Red",
"UseCasualty": false,
"LongLeadFlag": false,
"AffectedFloorArea": null,
"AffectedDeathRate": 0,
"AffectedInjuryRate": 0,
"AffectedDeathRateBeta": 0,
"AffectedInjuryRateBeta": 0,
"RedTagMedian": 0.6,
"RedTagBeta": 0.5,
"CostConsequence": {
"LowerQuantity": 3,
"MaxAmount": 46151.9526,
"UpperQuantity": 7,
"MinAmount": 31383.3278,
"Uncertainty": 0.3245,
"CurveType": "Normal"
},
"TimeConsequence": {
"LowerQuantity": 3,
"MaxAmount": 126.6883,
"UpperQuantity": 7,
"MinAmount": 86.147,
"Uncertainty": 0.3245,
"CurveType": "Normal"
}
},
"Median": 0.0016,
"Beta": 0.7
},
{
"Name": null,
"Description": "Buckling of brace in excess of 2 time brace depth. Yielding and out-of-plane deformation of gusset. Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture. Significant yielding and local buckling in beams and columns adjacent to gusset. ",
"DamageImageName": null,
"ConsequenceGroup": {
"RepairMeasures": "Brace has lost significant axial capacity, and replacement of HSS braces is likely required. The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons.",
"TagState": "Red",
"UseCasualty": false,
"LongLeadFlag": false,
"AffectedFloorArea": null,
"AffectedDeathRate": 0,
"AffectedInjuryRate": 0,
"AffectedDeathRateBeta": 0,
"AffectedInjuryRateBeta": 0,
"RedTagMedian": 0.4,
"RedTagBeta": 0.5,
"CostConsequence": {
"LowerQuantity": 3,
"MaxAmount": 71197.068,
"UpperQuantity": 7,
"MinAmount": 48414.0062,
"Uncertainty": 0.2825,
"CurveType": "Normal"
},
"TimeConsequence": {
"LowerQuantity": 3,
"MaxAmount": 195.4386,
"UpperQuantity": 7,
"MinAmount": 132.8968,
"Uncertainty": 0.2825,
"CurveType": "Normal"
}
},
"Median": 0.01,
"Beta": 0.3
},
{
"Name": null,
"Description": "Fracture of brace or gusset. Buckling of gusset. Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas. Nearly total loss of lateral resistance. ",
"DamageImageName": null,
"ConsequenceGroup": {
"RepairMeasures": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed",
"TagState": "Red",
"UseCasualty": false,
"LongLeadFlag": false,
"AffectedFloorArea": null,
"AffectedDeathRate": 0,
"AffectedInjuryRate": 0,
"AffectedDeathRateBeta": 0,
"AffectedInjuryRateBeta": 0,
"RedTagMedian": 0.2,
"RedTagBeta": 0.5,
"CostConsequence": {
"LowerQuantity": 3,
"MaxAmount": 75572.068,
"UpperQuantity": 7,
"MinAmount": 51389.0062,
"Uncertainty": 0.2783,
"CurveType": "Normal"
},
"TimeConsequence": {
"LowerQuantity": 3,
"MaxAmount": 207.4505,
"UpperQuantity": 7,
"MinAmount": 141.0657,
"Uncertainty": 0.2783,
"CurveType": "Normal"
}
},
"Median": 0.0178,
"Beta": 0.3
}
]
}
}