2. Table of Contents
1. Structure Data 4
1.1 Story Data 4
1.2 Grid Data 4
1.3 Point Coordinates 4
1.4 Line Connectivity 9
1.5 Area Connectivity 12
1.6 Mass 14
1.7 Groups 14
2. Properties 16
2.1 Materials 16
2.2 Frame Sections 16
2.3 Shell Sections 16
2.4 Reinforcement Sizes 16
2.5 Tendon Sections 16
3. Assignments 17
3.1 Joint Assignments 17
3.2 Frame Assignments 22
3.3 Shell Assignments 28
4. Loads 29
4.1 Load Patterns 29
4.2 Auto Seismic Loading 29
4.3 Applied Loads 38
4.3.1 Line Loads 38
4.4 Load Cases 45
4.5 Load Combinations 45
5. Analysis Results 47
5.1 Structure Results 47
5.2 Story Results 47
5.3 Point Results 63
5.4 Modal Results 80
3. List of Tables
Table 1.1 Story Data 4
Table 1.2 Grid Systems 4
Table 1.3 Grid Lines 4
Table 1.4 Joint Coordinates Data 4
Table 1.5 Column Connectivity Data 9
Table 1.6 Beam Connectivity Data 9
Table 1.7 Brace Connectivity Data 12
Table 1.8 Floor Connectivity Data 13
Table 1.9 Null Shell Connectivity Data 13
Table 1.10 Mass Source 14
Table 1.11 Mass Summary by Story 14
Table 1.12 Group Definitions 14
Table 2.1 Material Properties - Summary 16
Table 2.2 Frame Sections - Summary 16
Table 2.3 Shell Sections - Summary 16
Table 2.4 Reinforcing Bar Sizes 16
Table 2.5 Tendon Section Properties 16
Table 3.1 Joint Assignments - Summary 17
Table 3.2 Frame Assignments - Summary 23
Table 3.3 Shell Assignments - Summary 28
Table 4.1 Load Patterns 29
Table 4.6 Frame Loads - Distributed 38
Table 4.7 Load Cases - Summary 45
Table 4.8 Load Combinations 45
Table 5.1 Base Reactions 47
Table 5.2 Story Drifts 47
Table 5.3 Story Forces 55
Table 5.4 Joint Reactions 63
Table 5.5 Modal Periods and Frequencies 80
Table 5.6 Modal Participating Mass Ratios 80
Table 5.7 Modal Load Participation Ratios 81
Table 5.8 Modal Direction Factors 81
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1 Structure Data
This chapter provides model geometry information, including items such as story levels, point coordinates, and
element connectivity.
1.1 Story Data
Table 1.1 - Story Data
Name
Height
mm
Elevation
mm
Master
Story
Similar To
Splice
Story
Story6 1000 8950 Yes None No
Story5 1600 7950 No Story6 No
Story4 1000 6350 No Story6 No
Story3 1600 5350 No Story6 No
Story2 1000 3750 No Story6 No
Story1 2750 2750 No Story6 No
Base 0 0 No None No
1.2 Grid Data
Table 1.2 - Grid Systems
Name Type
Story
Range
X Origin
m
Y Origin
m
Rotation
deg
Bubble
Size
mm
Color
G1 Cartesian Default 0 0 0 1250 ffa0a0a0
G2 Cartesian Default 0 0 0 1250 ffa0a0a0
G3 Cartesian Default 0 0 0 1250 ffa0a0a0
Table 1.3 - Grid Lines
Grid
System
Grid
Direction
Grid ID Visible
Bubble
Location
Ordinate
m
G2 X D Yes End -0,98
G2 X A Yes End 0
G2 X B Yes End 0,52
G2 X C Yes End 4,81
G2 Y 1 Yes Start 0
G2 Y 2 Yes Start 11,1
G2 Y 3 Yes Start 15,84
G2 Y 4 Yes Start 18
G3 X A Yes End 0
G3 X B Yes End 7,331
G3 Y 1 Yes Start 0
G3 Y 2 Yes Start 9,89
1.3 Point Coordinates
Table 1.4 - Joint Coordinates Data
Label
X
mm
Y
mm
ΔZ Below
mm
1 3239,9 18021,4 0
2 7330,3 -90,5 0
3 6593 3122,9 0
4 5754,5 6809,3 0
5 924,8 6817,7 0
6 4481,2 12467,5 0
7 3906,7 15020,5 0
9 3620,2 3122,9 0
10 4084,6 -39,9 0
12 805,2 8163,1 0
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Brace
I-End
Point
J-End
Point
I-End
Story
D1 12 5 Below
D3 157 8 Below
D2 157 32 Below
1.5 Area Connectivity
Table 1.8 - Floor Connectivity Data
Floor
Number
of Edges
Edge
Number
Point 1 Point 2
Curve
Type
F1 8 1 5 28 None
2 28 4 None
3 4 3 None
4 3 2 None
5 2 10 None
6 10 22 None
7 22 15 None
8 15 5 None
F11 14 1 280 27 None
2 27 7 None
3 7 6 None
4 6 13 None
5 13 4 None
6 4 158 None
7 158 157 None
8 157 12 None
9 12 97 None
10 97 169 None
11 169 21 None
12 21 14 None
13 14 18 None
14 18 280 None
F3 4 1 17 16 None
2 16 15 None
3 15 26 None
4 26 17 None
F2 11 1 158 4 None
2 4 13 None
3 13 6 None
4 6 7 None
5 7 56 None
6 56 45 None
7 45 177 None
8 177 14 None
9 14 12 None
10 12 157 None
11 157 158 None
F4 5 1 16 163 None
2 163 3 None
3 3 4 None
4 4 5 None
5 5 16 None
Table 1.9 - Null Shell Connectivity Data
Label
Number
of Edges
Edge
Number
Point 1 Point 2
Curve
Type
Point 1
Story
Point 2
Story
A1 5 1 13 4 None Below Same
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Label
Number
of Edges
Edge
Number
Point 1 Point 2
Curve
Type
Point 1
Story
Point 2
Story
2 4 5 None Same Same
3 5 37 None Same Same
4 37 23 None Same Below
5 23 13 None Below Below
A2 8 1 23 13 None Same Same
2 13 6 None Same Same
3 6 7 None Same Same
4 7 38 None Same Same
5 38 40 None Same Same
6 40 20 None Same Same
7 20 21 None Same Same
8 21 23 None Same Same
A3 7 1 4 3 None Same Same
2 3 9 None Same Same
3 9 15 None Same Same
4 15 26 None Same Same
5 26 25 None Same Same
6 25 5 None Same Same
7 5 4 None Same Same
1.6 Mass
Table 1.10 - Mass Source
Name
Include
Elements
Include
Added
Mass
Include
Loads
Include
Lateral
Include
Vertical
Lump at
Stories
IsDefault
MsSrc1 Yes Yes No Yes No Yes Yes
Table 1.11 - Mass Summary by Story
Story
UX
kg
UY
kg
UZ
kg
Story6 2178,29 2178,29 0
Story5 5963,96 5963,96 0
Story4 21968,23 21968,23 0
Story3 26599,43 26599,43 0
Story2 25341,27 25341,27 0
Story1 31864,61 31864,61 0
Base 6618,75 6618,75 0
1.7 Groups
Table 1.12 - Group Definitions
Name Color
All Yellow
DXFIN1 Yellow
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2 Properties
This chapter provides property information for materials, frame sections, shell sections, and links.
2.1 Materials
Table 2.1 - Material Properties - Summary
Name Type
E
kgf/mm²
ν
Unit
Weight
kgf/m³
Design Strengths
3000Psi Concrete 2173,7 0,2 2400 Fc=2,11 kgf/mm²
A615Gr60 Rebar 20389,02 0,3 7849,05
Fy=42,18 kgf/mm²,
Fu=63,28 kgf/mm²
A992Fy50 Steel 20389,02 0,3 7849,05
Fy=35,15 kgf/mm²,
Fu=45,7 kgf/mm²
2.2 Frame Sections
Table 2.2 - Frame Sections - Summary
Name Material Shape
COL20X20 3000Psi
Concrete
Rectangular
col35x30 3000Psi
Concrete
Rectangular
columna
30X30
3000Psi
Concrete
Rectangular
PERFIL15X
10
A992Fy50 Steel Tube
viga 25x15 3000Psi
Concrete
Rectangular
VIGA35X20 3000Psi
Concrete
Rectangular
VIGA35X30 3000Psi
Concrete
Rectangular
VIGUETA
10X35
3000Psi
Concrete
Rectangular
2.3 Shell Sections
Table 2.3 - Shell Sections - Summary
Name
Design
Type
Element
Type
Material
Total
Thickness
mm
losa5cm Slab Shell-Thick 4000Psi 50
2.4 Reinforcement Sizes
Table 2.4 - Reinforcing Bar Sizes
Name
Diameter
mm
Area
mm²
10 10 79
16 16 201
18 18 255
20 20 314
2.5 Tendon Sections
Table 2.5 - Tendon Section Properties
Name Material
StrandAre
a
mm²
Color
Tendon1 A416Gr270 99 Aqua
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3 Assignments
This chapter provides a listing of the assignments applied to the model.
3.1 Joint Assignments
Table 3.1 - Joint Assignments - Summary
Story Label
Unique
Name
Diaphrag
m
Restraints
Story6 3 6 From Area
Story6 4 8 From Area
Story6 5 10 From Area
Story6 9 18 From Area
Story6 15 30 From Area
Story6 25 49 From Area
Story6 26 51 From Area
Story6 37 4 From Area
Story6 29 2 From Area
Story5 4 20 From Area UZ
Story5 6 11 From Area
Story5 7 13 From Area
Story5 12 23 From Area
Story5 13 25 From Area
Story5 14 27 From Area
Story5 20 40 From Area
Story5 21 42 From Area
Story5 23 46 From Area
Story5 25 19 From Area UZ
Story5 38 5 From Area
Story5 40 7 From Area
Story4 2 103 From Area
Story4 3 108 From Area
Story4 4 128 From Area
Story4 5 133 From Area
Story4 9 113 From Area
Story4 10 98 From Area
Story4 15 123 From Area
Story4 16 93 From Area
Story4 25 78 From Area
Story4 26 83 From Area
Story4 28 36 From Area
Story4 33 456 From Area
Story4 39 458 From Area
Story4 42 460 From Area
Story4 46 462 From Area
Story4 48 455 From Area
Story4 50 457 From Area
Story4 51 459 From Area
Story4 55 461 From Area
Story4 58 464 From Area
Story4 60 466 From Area
Story4 62 468 From Area
Story4 64 470 From Area
Story4 66 472 From Area
Story4 67 463 From Area
Story4 68 465 From Area
Story4 69 467 From Area
Story4 70 469 From Area
Story4 72 471 From Area
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Story Label
Unique
Name
Diaphrag
m
Restraints
Story4 73 473 From Area
Story4 74 474 From Area
Story4 75 475 From Area
Story4 76 476 From Area
Story4 77 477 From Area
Story4 79 63 From Area
Story4 80 480 From Area
Story4 81 481 From Area
Story4 22 12 From Area
Story4 32 41 From Area
Story4 30 22 From Area
Story3 4 35 From Area UX; UY; UZ
Story3 6 191 From Area
Story3 7 160 From Area
Story3 12 139 From Area
Story3 13 144 From Area
Story3 14 150 From Area
Story3 20 64 From Area
Story3 21 69 From Area
Story3 23 74 From Area
Story3 25 31 From Area UX; UY; UZ
Story3 101 186 From Area
Story3 103 188 From Area
Story3 157 226 From Area
Story3 158 227 From Area
Story3 159 228 From Area
Story3 176 294 From Area
Story3 177 295 From Area
Story3 44 195 From Area
Story3 35 39 From Area
Story3 45 50 From Area
Story3 54 61 From Area
Story3 89 102 From Area
Story3 102 117 From Area
Story3 104 120 From Area
Story3 106 122 From Area
Story3 108 126 From Area
Story3 109 127 From Area
Story3 110 131 From Area
Story3 111 136 From Area
Story3 112 137 From Area
Story3 120 142 From Area
Story3 132 155 From Area
Story3 133 157 From Area
Story3 138 158 From Area
Story3 139 163 From Area
Story3 156 177 From Area
Story3 160 178 From Area
Story3 162 179 From Area
Story3 170 182 From Area
Story3 171 183 From Area
Story3 178 184 From Area
Story3 181 194 From Area
Story3 186 202 From Area
Story3 195 212 From Area
Story3 196 213 From Area
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Story Label
Unique
Name
Diaphrag
m
Restraints
Story3 197 214 From Area
Story3 198 215 From Area
Story3 199 216 From Area
Story3 200 220 From Area
Story3 202 223 From Area
Story3 204 225 From Area
Story3 41 14 From Area
Story3 53 24 From Area
Story3 56 26 From Area
Story2 2 105 From Area
Story2 3 110 From Area
Story2 4 130 From Area
Story2 5 135 From Area
Story2 9 115 From Area
Story2 10 100 From Area
Story2 15 125 From Area
Story2 16 95 From Area
Story2 25 9 From Area UZ
Story2 26 85 From Area
Story2 33 43 From Area
Story2 39 45 From Area
Story2 42 48 From Area
Story2 46 52 From Area
Story2 48 53 From Area
Story2 50 54 From Area
Story2 51 55 From Area
Story2 55 58 From Area
Story2 58 60 From Area
Story2 60 65 From Area
Story2 62 70 From Area
Story2 64 80 From Area
Story2 66 86 From Area
Story2 67 75 From Area
Story2 68 84 From Area
Story2 69 90 From Area
Story2 70 92 From Area
Story2 72 96 From Area
Story2 73 101 From Area
Story2 74 104 From Area
Story2 75 106 From Area
Story2 76 109 From Area
Story2 77 111 From Area
Story2 78 112 From Area
Story2 79 114 From Area
Story2 80 116 From Area
Story2 81 118 From Area
Story2 17 15 From Area
Story2 8 16 From Area
Story2 172 217 From Area
Story2 173 218 From Area
Story2 174 219 From Area
Story2 175 222 From Area
Story2 31 32 From Area
Story2 63 73 From Area
Story2 71 79 From Area
Story2 87 89 From Area
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Story Label
Unique
Name
Diaphrag
m
Restraints
Story2 113 91 From Area
Story2 115 94 From Area
Story2 163 174 From Area
Story1 1 169 From Area
Story1 4 37 From Area UX; UY; UZ
Story1 6 196 From Area
Story1 7 164 From Area
Story1 12 141 From Area
Story1 13 146 From Area
Story1 14 152 From Area
Story1 19 56 From Area
Story1 20 66 From Area
Story1 21 71 From Area
Story1 23 76 From Area
Story1 25 81 From Area UX; UY; UZ
Story1 24 162 From Area
Story1 27 181 From Area
Story1 36 28 From Area
Story1 49 29 From Area
Story1 47 21 From Area
Story1 82 119 From Area
Story1 84 121 From Area
Story1 86 124 From Area
Story1 88 129 From Area
Story1 90 134 From Area
Story1 91 138 From Area
Story1 92 140 From Area
Story1 93 143 From Area
Story1 94 145 From Area
Story1 95 149 From Area
Story1 96 151 From Area
Story1 97 154 From Area
Story1 98 156 From Area
Story1 99 159 From Area
Story1 100 161 From Area
Story1 101 279 From Area
Story1 103 280 From Area
Story1 105 281 From Area
Story1 107 282 From Area
Story1 122 259 From Area
Story1 123 258 From Area
Story1 124 261 From Area
Story1 125 260 From Area
Story1 126 263 From Area
Story1 127 262 From Area
Story1 128 265 From Area
Story1 129 264 From Area
Story1 130 267 From Area
Story1 131 266 From Area
Story1 273 347 From Area
Story1 274 348 From Area
Story1 275 349 From Area
Story1 276 350 From Area
Story1 280 237 From Area
Story1 281 268 From Area
Story1 282 269 From Area
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Story Label
Unique
Name
Diaphrag
m
Restraints
Story1 43 1 From Area
Story1 18 238 From Area
Story1 65 248 From Area
Story1 83 246 From Area
Story1 85 244 From Area
Story1 114 240 From Area
Story1 116 239 From Area
Story1 117 241 From Area
Story1 118 243 From Area
Story1 119 242 From Area
Story1 121 245 From Area
Story1 134 247 From Area
Story1 135 249 From Area
Story1 136 278 From Area
Story1 137 273 From Area
Story1 140 274 From Area
Story1 143 275 From Area
Story1 144 276 From Area
Story1 151 283 From Area
Story1 152 284 From Area
Story1 153 285 From Area
Story1 154 286 From Area
Story1 157 250 From Area
Story1 158 251 From Area
Story1 159 272 From Area
Story1 169 287 From Area
Story1 34 34 From Area
Story1 44 47 From Area
Story1 52 68 From Area
Story1 11 44 From Area
Base 1 170 From Area
UX; UY; UZ; RX;
RY; RZ
Base 2 107 From Area
UX; UY; UZ; RX;
RY; RZ
Base 3 205 From Area
UX; UY; UZ; RX;
RY; RZ
Base 4 132 From Area
UX; UY; UZ; RX;
RY; RZ
Base 5 59 From Area
UX; UY; UZ; RX;
RY; RZ
Base 6 197 From Area
UX; UY; UZ; RX;
RY; RZ
Base 7 165 From Area
UX; UY; UZ; RX;
RY; RZ
Base 12 3 From Area
UX; UY; UZ; RX;
RY; RZ
Base 13 148 From Area
UX; UY; UZ; RX;
RY; RZ
Base 16 38 From Area
UX; UY; UZ; RX;
RY; RZ
Base 19 57 From Area
UX; UY; UZ; RX;
RY; RZ
Base 20 67 From Area
UX; UY; UZ; RX;
RY; RZ
Base 21 72 From Area
UX; UY; UZ; RX;
RY; RZ
Base 23 77 From Area
UX; UY; UZ; RX;
RY; RZ
Base 25 82 From Area
UX; UY; UZ; RX;
RY; RZ
Base 26 87 From Area
UX; UY; UZ; RX;
RY; RZ
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Story Label
Unique
Name
Diaphrag
m
Restraints
Base 43 33 From Area
UX; UY; UZ; RX;
RY; RZ
Base 17 17 From Area
UX; UY; UZ; RX;
RY; RZ
3.2 Frame Assignments
Table 3.2 - Frame Assignments - Summary
Story Label
Unique
Name
Design
Type
Length
mm
Analysis
Section
Design
Section
Axis
Angle
deg
Max
Station
Spacing
mm
Min
Number
Stations
Releases
Story6 C31 156 Column 2600
columna
30X30
columna
30X30
103,576 3 No
Story6 C34 159 Column 2600
columna
30X30
columna
30X30
103,576 3 No
Story6 C9 103 Column 1000 col35x30 col35x30 3 No
Story6 C10 116 Column 1000 col35x30 col35x30 102,653 3 No
Story5 C38 169 Column 2600 col35x30 col35x30 96 3 No
Story5 C40 171 Column 2600 col35x30 col35x30 103,576 3 No
Story5 C41 180 Column 2600 col35x30 col35x30 103,576 3 No
Story5 C42 178 Column 2600 col35x30 col35x30 96 3 No
Story5 C44 78 Column 2600
columna
30X30
columna
30X30
96 3 No
Story5 C45 187 Column 2600
columna
30X30
columna
30X30
103,576 3 No
Story5 C8 59 Column 2600 col35x30 col35x30 96 3 No
Story5 C9 100 Column 1600 col35x30 col35x30 3 No
Story5 C10 111 Column 1600 col35x30 col35x30 102,653 3 No
Story4 C29 93 Column 2600 col35x30 col35x30 103,576 3 No
Story4 C31 12 Column 2600 col35x30 col35x30 3 No
Story4 C34 16 Column 2600 col35x30 col35x30 103,576 3 No
Story4 C5 40 Column 2600 col35x30 col35x30 96 3 No
Story4 C9 96 Column 1000 col35x30 col35x30 3 No
Story4 C10 109 Column 1000 col35x30 col35x30 102,653 3 No
Story3 C38 58 Column 2600 col35x30 col35x30 96 3 No
Story3 C40 168 Column 2600 col35x30 col35x30 103,576 3 No
Story3 C41 175 Column 2600 col35x30 col35x30 103,576 3 No
Story3 C42 63 Column 2600 col35x30 col35x30 96 3 No
Story3 C44 181 Column 2600
columna
30X30
columna
30X30
96 3 No
Story3 C45 183 Column 2600
columna
30X30
columna
30X30
103,576 3 No
Story3 C8 54 Column 2600 col35x30 col35x30 96 3 No
Story3 C9 79 Column 1600 col35x30 col35x30 3 No
Story3 C10 108 Column 1600 col35x30 col35x30 102,653 3 No
Story2 C29 80 Column 3750 col35x30 col35x30 103,576 3 No
Story2 C31 94 Column 3750 col35x30 col35x30 96 3 No
Story2 C34 193 Column 3750 col35x30 col35x30 103,576 3 No
Story2 C5 1 Column 3750 col35x30 col35x30 96 3 No
Story2 C4 81 Column 3750
columna
30X30
columna
30X30
96 3 No
Story2 C9 74 Column 1000 col35x30 col35x30 3 No
Story2 C10 102 Column 1000 col35x30 col35x30 102,653 3 No
Story2 C14 115 Column 3750
columna
30X30
columna
30X30
3 No
Story1 C1 142 Column 2750 col35x30 col35x30 96 3 No
Story1 C6 173 Column 2750 col35x30 col35x30 103,576 3 No
Story1 C7 137 Column 2750
columna
30X30
columna
30X30
103,576 3 No
Story1 C13 121 Column 2750 col35x30 col35x30 103,576 3 No
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Story Label
Unique
Name
Design
Type
Length
mm
Analysis
Section
Design
Section
Axis
Angle
deg
Max
Station
Spacing
mm
Min
Number
Stations
Releases
Story1 B80 216 Beam 1580,9
VIGUETA
10X35
VIGUETA
10X35
500 No
Story1 B83 217 Beam 1567,2
VIGUETA
10X35
VIGUETA
10X35
500 No
Story1 B97 218 Beam 1558,1
VIGUETA
10X35
VIGUETA
10X35
500 No
Story1 B98 221 Beam 1549,7
VIGUETA
10X35
VIGUETA
10X35
500 No
Story1 B100 240 Beam 2582,1 VIGA35X30 VIGA35X30 500 No
Story1 B101 241 Beam 1989
VIGUETA
10X35
VIGUETA
10X35
500 Yes
Story1 B102 242 Beam 1948
VIGUETA
10X35
VIGUETA
10X35
500 Yes
Story1 B103 243 Beam 1907
VIGUETA
10X35
VIGUETA
10X35
500 Yes
Story1 B104 244 Beam 1866
VIGUETA
10X35
VIGUETA
10X35
500 Yes
Story1 B114 245 Beam 2004,4
VIGUETA
10X35
VIGUETA
10X35
500 No
Story1 B115 246 Beam 1976,6
VIGUETA
10X35
VIGUETA
10X35
500 No
Story1 B116 247 Beam 1948,4
VIGUETA
10X35
VIGUETA
10X35
500 No
Story1 B119 248 Beam 1915,9
VIGUETA
10X35
VIGUETA
10X35
500 No
Story1 B124 224 Beam 1356,7 VIGA35X30 VIGA35X30 500 No
Story1 B125 225 Beam 3420 VIGA35X30 VIGA35X30 500 No
Story1 B126 238 Beam 1383,1 VIGA35X30 VIGA35X30 500 No
Story1 B139 254 Beam 1528,8
VIGUETA
10X35
VIGUETA
10X35
500 No
Story1 B5 95 Beam 2616,8 VIGA35X30 VIGA35X30 500 No
Story1 B32 97 Beam 949,1
VIGUETA
10X35
VIGUETA
10X35
500 Yes
Story1 B37 118 Beam 2362,2
VIGUETA
10X35
VIGUETA
10X35
500 No
Story1 B16 19 Beam 3581
VIGUETA
10X35
VIGUETA
10X35
500 No
Story4 D1 48 Brace 1680,6 VIGA35X30 VIGA35X30 3 No
Story4 D2 84 Brace 1687,3 VIGA35X30 VIGA35X30 3 No
Story2 D1 7 Brace 1680,6 viga 25x15 viga 25x15 3 No
Story2 D3 45 Brace 1680,6 viga 25x15 viga 25x15 3 No
3.3 Shell Assignments
Table 3.3 - Shell Assignments - Summary
Story Label
Unique
Name
Section
Story4 F1 1 losa5cm
Story3 F2 5 losa5cm
Story2 F3 3 losa5cm
Story2 F4 6 losa5cm
Story1 F11 16 losa5cm
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4 Loads
This chapter provides loading information as applied to the model.
4.1 Load Patterns
Table 4.1 - Load Patterns
Name Type
Self
Weight
Multiplier
Dead Dead 1
Live Live 0
4.2 Auto Seismic Loading
26. 26/04/2017
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User Coefficient Auto Seismic Load Calculation
This calculation presents the automatically generated lateral seismic loads for load pattern SISMOXX using the
user input coefficients, as calculated by ETABS.
Direction and Eccentricity
Direction = X + Eccentricity Y
Eccentricity Ratio = 5% for all diaphragms
Factors and Coefficients
Equivalent Lateral Forces
Base Shear Coefficient, C C = 1,09375
Base Shear, V V = CW
Calculated Base Shear
Direction
Period
Used
(sec)
C
W
(tonf)
V
(tonf)
X + Ecc. Y 0 0 113,9158 124,5954
Applied Story Forces
28. 26/04/2017
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User Coefficient Auto Seismic Load Calculation
This calculation presents the automatically generated lateral seismic loads for load pattern SISMOXXNEG using
the user input coefficients, as calculated by ETABS.
Direction and Eccentricity
Direction = X - Eccentricity Y
Eccentricity Ratio = 5% for all diaphragms
Factors and Coefficients
Equivalent Lateral Forces
Base Shear Coefficient, C C = 1,09375
Base Shear, V V = CW
Calculated Base Shear
Direction
Period
Used
(sec)
C
W
(tonf)
V
(tonf)
X - Ecc. Y 0 0 113,9158 124,5954
Applied Story Forces
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User Coefficient Auto Seismic Load Calculation
This calculation presents the automatically generated lateral seismic loads for load pattern SISMOYYNEG using
the user input coefficients, as calculated by ETABS.
Direction and Eccentricity
Direction = Y - Eccentricity X
Eccentricity Ratio = 5% for all diaphragms
Factors and Coefficients
Equivalent Lateral Forces
Base Shear Coefficient, C C = 1,09375
Base Shear, V V = CW
Calculated Base Shear
Direction
Period
Used
(sec)
C
W
(tonf)
V
(tonf)
Y - Ecc. X 0 0 113,9158 124,5954
Applied Story Forces
32. 26/04/2017
Page 32 of 73
User Coefficient Auto Seismic Load Calculation
This calculation presents the automatically generated lateral seismic loads for load pattern SISMOYY using the
user input coefficients, as calculated by ETABS.
Direction and Eccentricity
Direction = Y + Eccentricity X
Eccentricity Ratio = 5% for all diaphragms
Factors and Coefficients
Equivalent Lateral Forces
Base Shear Coefficient, C C = 1,09375
Base Shear, V V = CW
Calculated Base Shear
Direction
Period
Used
(sec)
C
W
(tonf)
V
(tonf)
Y + Ecc. X 0 0 113,9158 124,5954
Applied Story Forces
34. Loads 26/04/2017
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4.3 Applied Loads
4.3.1 Line Loads
Table 4.6 - Frame Loads - Distributed
Story Label
Unique
Name
Design
Type
Load
Pattern
LoadTyp
e
Directio
n
Relative
Distance
Start
Relative
Distance
End
Absolute
Distance
Start
mm
Absolute
Distance
End
mm
Force at
Start
tonf/m
Force at
End
tonf/m
Story5 B10 65 Beam Dead Force Gravity 0 1 0 1350,9 0,135 0,135
Story5 B12 75 Beam Dead Force Gravity 0 1 0 1420 0,135 0,135
Story4 B2 69 Beam Dead Force Gravity 0 1 0 3133,4 0,62 0,62
Story4 B3 68 Beam Dead Force Gravity 0 1 0 3709,2 0,62 0,62
Story4 B27 60 Beam Dead Force Gravity 0 1 0 3296,9 0,62 0,62
Story4 B29 385 Beam Dead Force Gravity 0 1 0 3196,7 0,62 0,62
Story4 B33 61 Beam Dead Force Gravity 0 1 0 3780,5 0,62 0,62
Story4 B11 89 Beam Dead Force Gravity 0 1 0 3700,9 0,62 0,62
Story4 B19 87 Beam Dead Force Gravity 0 1 0 3739,1 0,62 0,62
Story4 B53 366 Beam Dead Force Gravity 0 1 0 2515,5 0,135 0,135
Story4 B55 367 Beam Dead Force Gravity 0 1 0 2478,8 0,135 0,135
Story4 B56 368 Beam Dead Force Gravity 0 1 0 2442,1 0,135 0,135
Story4 B58 369 Beam Dead Force Gravity 0 1 0 2405,4 0,135 0,135
Story4 B64 370 Beam Dead Force Gravity 0 1 0 2318,7 0,135 0,135
Story4 B65 371 Beam Dead Force Gravity 0 1 0 2268,7 0,135 0,135
Story4 B66 372 Beam Dead Force Gravity 0 1 0 2218,8 0,135 0,135
Story4 B67 373 Beam Dead Force Gravity 0 1 0 2168,8 0,135 0,135
Story4 B68 374 Beam Dead Force Gravity 0 1 0 2118,8 0,135 0,135
Story4 B69 375 Beam Dead Force Gravity 0 1 0 3179,2 0,135 0,135
Story4 B70 376 Beam Dead Force Gravity 0 1 0 3127,6 0,135 0,135
Story4 B71 377 Beam Dead Force Gravity 0 1 0 3076 0,135 0,135
Story4 B72 378 Beam Dead Force Gravity 0 1 0 3024,4 0,135 0,135
Story4 B73 379 Beam Dead Force Gravity 0 1 0 2937,5 0,135 0,135
Story4 B75 98 Beam Dead Force Gravity 0 1 0 2866,8 0,135 0,135
Story4 B76 382 Beam Dead Force Gravity 0 1 0 2831,5 0,135 0,135
Story4 B77 383 Beam Dead Force Gravity 0 1 0 2796,2 0,135 0,135
Story4 B41 33 Beam Dead Force Gravity 0 1 0 6870,7 0,62 0,62
Story4 B60 82 Beam Dead Force Gravity 0 1 0 6360 0,62 0,62
Story4 B9 77 Beam Dead Force Gravity 0 1 0 5804,5 0,62 0,62
Story4 B18 57 Beam Dead Force Gravity 0 1 0 2925 0,135 0,135
Story3 B7 22 Beam Dead Force Gravity 0 1 0 2570,2 0,62 0,62
Story3 B10 83 Beam Dead Force Gravity 0 1 0 1350,9 0,62 0,62
Story3 B17 64 Beam Dead Force Gravity 0 1 0 5243 0,62 0,62
Story3 B20 67 Beam Dead Force Gravity 0 1 0 4637,7 0,135 0,135
Story3 B21 66 Beam Dead Force Gravity 0 1 0 1532,8 0,62 0,62
Story3 B22 24 Beam Dead Force Gravity 0 1 0 4329,8 0,62 0,62
Story3 B23 18 Beam Dead Force Gravity 0 1 0 4276,2 0,62 0,62
Story3 B46 114 Beam Dead Force Gravity 0 1 0 2616,9 0,62 0,62
Story3 B54 112 Beam Dead Force Gravity 0 1 0 4379,7 0,62 0,62
Story3 B26 70 Beam Dead Force Gravity 0 1 0 5592,3 0,62 0,62
Story3 B60 62 Beam Dead Force Gravity 0 1 0 6360 0,62 0,62
Story3 B12 86 Beam Dead Force Gravity 0 1 0 1420 0,62 0,62
Story3 B124 202 Beam Dead Force Gravity 0 1 0 1356,7 0,62 0,62
Story3 B137 252 Beam Dead Force Gravity 0 1 0 3897,5 0,135 0,135
Story3 B15 13 Beam Dead Force Gravity 0 1 0 1297,4 0,62 0,62
Story3 B35 113 Beam Dead Force Gravity 0 1 0 1375 0,62 0,62
Story3 B45 125 Beam Dead Force Gravity 0 1 0 1250 0,62 0,62
Story3 B47 126 Beam Dead Force Gravity 0 1 0 4302,9 0,62 0,62
Story3 B81 150 Beam Dead Force Gravity 0 1 0 2372,7 0,135 0,135
Story3 B82 151 Beam Dead Force Gravity 0 1 0 2359,9 0,135 0,135
35. Loads 26/04/2017
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Story Label
Unique
Name
Design
Type
Load
Pattern
LoadTyp
e
Directio
n
Relative
Distance
Start
Relative
Distance
End
Absolute
Distance
Start
mm
Absolute
Distance
End
mm
Force at
Start
tonf/m
Force at
End
tonf/m
Story3 B92 152 Beam Dead Force Gravity 0 1 0 2347,1 0,135 0,135
Story3 B93 153 Beam Dead Force Gravity 0 1 0 2334,4 0,135 0,135
Story3 B94 154 Beam Dead Force Gravity 0 1 0 2311,5 0,135 0,135
Story3 B95 155 Beam Dead Force Gravity 0 1 0 2301,4 0,135 0,135
Story3 B96 157 Beam Dead Force Gravity 0 1 0 1822,9 0,135 0,135
Story3 B99 158 Beam Dead Force Gravity 0 1 0 1764,5 0,135 0,135
Story3 B123 177 Beam Dead Force Gravity 0 1 0 2200 0,135 0,135
Story3 B127 179 Beam Dead Force Gravity 0 1 0 2100 0,135 0,135
Story3 B128 184 Beam Dead Force Gravity 0 1 0 2050 0,135 0,135
Story3 B134 194 Beam Dead Force Gravity 0 1 0 1975 0,135 0,135
Story3 B136 196 Beam Dead Force Gravity 0 1 0 2300 0,135 0,135
Story3 B140 203 Beam Dead Force Gravity 0 1 0 1900 0,135 0,135
Story3 B146 210 Beam Dead Force Gravity 0 1 0 973 0,135 0,135
Story3 B150 220 Beam Dead Force Gravity 0 1 0 2350 0,135 0,135
Story3 B151 222 Beam Dead Force Gravity 0 1 0 1507,4 0,135 0,135
Story3 B152 223 Beam Dead Force Gravity 0 1 0 1453,7 0,135 0,135
Story3 B153 226 Beam Dead Force Gravity 0 1 0 1650 0,135 0,135
Story3 B155 228 Beam Dead Force Gravity 0 1 0 2350 0,135 0,135
Story3 B157 237 Beam Dead Force Gravity 0 1 0 1585 0,135 0,135
Story3 B39 72 Beam Dead Force Gravity 0 1 0 1400 0,62 0,62
Story2 B2 5 Beam Dead Force Gravity 0 1 0 3133,4 0,62 0,62
Story2 B3 6 Beam Dead Force Gravity 0 1 0 3709,2 0,62 0,62
Story2 B27 44 Beam Dead Force Gravity 0 1 0 3296,9 0,62 0,62
Story2 B29 55 Beam Dead Force Gravity 0 1 0 3196,7 0,62 0,62
Story2 B33 122 Beam Dead Force Gravity 0 1 0 3780,5 0,62 0,62
Story2 B11 25 Beam Dead Force Gravity 0 1 0 3700,9 0,62 0,62
Story2 B53 105 Beam Dead Force Gravity 0 1 0 2515,5 0,135 0,135
Story2 B55 106 Beam Dead Force Gravity 0 1 0 2478,8 0,135 0,135
Story2 B56 107 Beam Dead Force Gravity 0 1 0 2442,1 0,135 0,135
Story2 B58 110 Beam Dead Force Gravity 0 1 0 2405,4 0,135 0,135
Story2 B69 135 Beam Dead Force Gravity 0 1 0 3179,2 0,135 0,135
Story2 B70 136 Beam Dead Force Gravity 0 1 0 3127,6 0,135 0,135
Story2 B71 139 Beam Dead Force Gravity 0 1 0 3076 0,135 0,135
Story2 B72 140 Beam Dead Force Gravity 0 1 0 3024,4 0,135 0,135
Story2 B73 141 Beam Dead Force Gravity 0 1 0 2937,5 0,135 0,135
Story2 B74 143 Beam Dead Force Gravity 0 1 0 2902,1 0,135 0,135
Story2 B75 144 Beam Dead Force Gravity 0 1 0 2866,8 0,135 0,135
Story2 B76 145 Beam Dead Force Gravity 0 1 0 2831,5 0,135 0,135
Story2 B77 146 Beam Dead Force Gravity 0 1 0 2796,2 0,135 0,135
Story2 B41 50 Beam Dead Force Gravity 0 1 0 6870,7 0,62 0,62
Story2 B9 71 Beam Dead Force Gravity 0 1 0 5804,5 0,62 0,62
Story2 B6 42 Beam Dead Force Gravity 0 1 0 1526,5 0,62 0,62
Story2 B14 9 Beam Dead Force Gravity 0 1 0 3135,2 0,62 0,62
Story2 B113 198 Beam Dead Force Gravity 0 1 0 1527 0,135 0,135
Story2 B117 199 Beam Dead Force Gravity 0 1 0 1529,7 0,135 0,135
Story2 B118 200 Beam Dead Force Gravity 0 1 0 1528,6 0,135 0,135
Story2 B120 201 Beam Dead Force Gravity 0 1 0 1528,9 0,135 0,135
Story1 B7 99 Beam Dead Force Gravity 0 1 0 2570,2 0,62 0,62
Story1 B8 85 Beam Dead Force Gravity 0 1 0 850 0,62 0,62
Story1 B10 14 Beam Dead Force Gravity 0 1 0 1350,9 0,135 0,135
Story1 B17 20 Beam Dead Force Gravity 0 1 0 5243 0,62 0,62
Story1 B20 52 Beam Dead Force Gravity 0 1 0 4637,7 0,62 0,62
Story1 B22 205 Beam Dead Force Gravity 0 1 0 4329,8 0,62 0,62
Story1 B23 92 Beam Dead Force Gravity 0 1 0 4276,2 0,62 0,62
36. Loads 26/04/2017
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Story Label
Unique
Name
Design
Type
Load
Pattern
LoadTyp
e
Directio
n
Relative
Distance
Start
Relative
Distance
End
Absolute
Distance
Start
mm
Absolute
Distance
End
mm
Force at
Start
tonf/m
Force at
End
tonf/m
Story1 B36 76 Beam Dead Force Gravity 0 1 0 4290 0,62 0,62
Story1 B43 88 Beam Dead Force Gravity 0 1 0 868,1 0,62 0,62
Story1 B46 91 Beam Dead Force Gravity 0 1 0 2616,9 0,62 0,62
Story1 B49 101 Beam Dead Force Gravity 0 1 0 2987,5 1,5 1,5
Story1 B54 10 Beam Dead Force Gravity 0 1 0 4379,7 0,62 0,62
Story1 B57 123 Beam Dead Force Gravity 0 1 0 2206,3 1,5 1,5
Story1 B78 148 Beam Dead Force Gravity 0 1 0 4343,9 0,62 0,62
Story1 B84 172 Beam Dead Force Gravity 0 1 0 2101,1 0,135 0,135
Story1 B85 182 Beam Dead Force Gravity 0 1 0 2064 0,135 0,135
Story1 B86 186 Beam Dead Force Gravity 0 1 0 2079,3 0,135 0,135
Story1 B87 188 Beam Dead Force Gravity 0 1 0 2006,9 0,135 0,135
Story1 B88 189 Beam Dead Force Gravity 0 1 0 2300,5 0,135 0,135
Story1 B89 190 Beam Dead Force Gravity 0 1 0 2263,3 0,135 0,135
Story1 B90 191 Beam Dead Force Gravity 0 1 0 2226,1 0,135 0,135
Story1 B91 192 Beam Dead Force Gravity 0 1 0 2188,9 0,135 0,135
Story1 B107 230 Beam Dead Force Gravity 0 1 0 839,3 0,135 0,135
Story1 B108 231 Beam Dead Force Gravity 0 1 0 836,8 0,135 0,135
Story1 B109 232 Beam Dead Force Gravity 0 1 0 835,2 0,135 0,135
Story1 B110 233 Beam Dead Force Gravity 0 1 0 834,6 0,135 0,135
Story1 B111 234 Beam Dead Force Gravity 0 1 0 834,8 0,135 0,135
Story1 B187 291 Beam Dead Force Gravity 0 1 0 2266,6 0,135 0,135
Story1 B188 292 Beam Dead Force Gravity 0 1 0 2238,4 0,135 0,135
Story1 B189 293 Beam Dead Force Gravity 0 1 0 2205,2 0,135 0,135
Story1 B190 294 Beam Dead Force Gravity 0 1 0 2171,7 0,135 0,135
Story1 B193 235 Beam Dead Force Gravity 0 1 0 822,6 0,135 0,135
Story1 B26 43 Beam Dead Force Gravity 0 1 0 5592,3 0,62 0,62
Story1 B12 90 Beam Dead Force Gravity 0 1 0 1420 0,62 0,62
Story1 B25 213 Beam Dead Force Gravity 0 1 0 812,9 0,62 0,62
Story1 B63 214 Beam Dead Force Gravity 0 1 0 1573,3 0,135 0,135
Story1 B79 215 Beam Dead Force Gravity 0 1 0 1589 0,135 0,135
Story1 B80 216 Beam Dead Force Gravity 0 1 0 1580,9 0,135 0,135
Story1 B83 217 Beam Dead Force Gravity 0 1 0 1567,2 0,135 0,135
Story1 B97 218 Beam Dead Force Gravity 0 1 0 1558,1 0,135 0,135
Story1 B98 221 Beam Dead Force Gravity 0 1 0 1549,7 0,135 0,135
Story1 B100 240 Beam Dead Force Gravity 0 1 0 2582,1 0,62 0,62
Story1 B101 241 Beam Dead Force Gravity 0 1 0 1989 0,135 0,135
Story1 B102 242 Beam Dead Force Gravity 0 1 0 1948 0,135 0,135
Story1 B103 243 Beam Dead Force Gravity 0 1 0 1907 0,135 0,135
Story1 B104 244 Beam Dead Force Gravity 0 1 0 1866 0,135 0,135
Story1 B114 245 Beam Dead Force Gravity 0 1 0 2004,4 0,135 0,135
Story1 B115 246 Beam Dead Force Gravity 0 1 0 1976,6 0,135 0,135
Story1 B116 247 Beam Dead Force Gravity 0 1 0 1948,4 0,135 0,135
Story1 B119 248 Beam Dead Force Gravity 0 1 0 1915,9 0,135 0,135
Story1 B124 224 Beam Dead Force Gravity 0 1 0 1356,7 0,62 0,62
Story1 B125 225 Beam Dead Force Gravity 0 1 0 3420 0,62 0,62
Story1 B126 238 Beam Dead Force Gravity 0 1 0 1383,1 0,62 0,62
Story1 B139 254 Beam Dead Force Gravity 0 1 0 1528,8 0,135 0,135
Story1 B5 95 Beam Dead Force Gravity 0 1 0 2616,8 0,62 0,62
Story1 B32 97 Beam Dead Force Gravity 0 1 0 949,1 0,135 0,135
Story1 B37 118 Beam Dead Force Gravity 0 1 0 2362,2 0,135 0,135
Story1 B16 19 Beam Dead Force Gravity 0 1 0 3581 0,62 0,62
Story5 B7 27 Beam Live Force Gravity 0 1 0 2570,2 0,18 0,18
Story5 B10 65 Beam Live Force Gravity 0 1 0 1350,9 0,117 0,117
Story5 B17 21 Beam Live Force Gravity 0 1 0 5243 0,18 0,18
37. Loads 26/04/2017
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Story Label
Unique
Name
Design
Type
Load
Pattern
LoadTyp
e
Directio
n
Relative
Distance
Start
Relative
Distance
End
Absolute
Distance
Start
mm
Absolute
Distance
End
mm
Force at
Start
tonf/m
Force at
End
tonf/m
Story5 B22 26 Beam Live Force Gravity 0 1 0 4329,8 0,18 0,18
Story5 B23 28 Beam Live Force Gravity 0 1 0 4276,2 0,18 0,18
Story5 B24 29 Beam Live Force Gravity 0 1 0 1598,4 0,18 0,18
Story5 B46 2 Beam Live Force Gravity 0 1 0 2616,9 0,18 0,18
Story5 B48 4 Beam Live Force Gravity 0 1 0 3994,6 0,18 0,18
Story5 B54 3 Beam Live Force Gravity 0 1 0 4379,7 0,18 0,18
Story5 B12 75 Beam Live Force Gravity 0 1 0 1420 0,117 0,117
Story4 B2 69 Beam Live Force Gravity 0 1 0 3133,4 0,117 0,117
Story4 B3 68 Beam Live Force Gravity 0 1 0 3709,2 0,117 0,117
Story4 B27 60 Beam Live Force Gravity 0 1 0 3296,9 0,117 0,117
Story4 B29 385 Beam Live Force Gravity 0 1 0 3196,7 0,117 0,117
Story4 B33 61 Beam Live Force Gravity 0 1 0 3780,5 0,117 0,117
Story4 B11 89 Beam Live Force Gravity 0 1 0 3700,9 0,117 0,117
Story4 B19 87 Beam Live Force Gravity 0 1 0 3739,1 0,117 0,117
Story4 B53 366 Beam Live Force Gravity 0 1 0 2515,5 0,117 0,117
Story4 B55 367 Beam Live Force Gravity 0 1 0 2478,8 0,117 0,117
Story4 B56 368 Beam Live Force Gravity 0 1 0 2442,1 0,117 0,117
Story4 B58 369 Beam Live Force Gravity 0 1 0 2405,4 0,117 0,117
Story4 B64 370 Beam Live Force Gravity 0 1 0 2318,7 0,117 0,117
Story4 B65 371 Beam Live Force Gravity 0 1 0 2268,7 0,117 0,117
Story4 B66 372 Beam Live Force Gravity 0 1 0 2218,8 0,117 0,117
Story4 B67 373 Beam Live Force Gravity 0 1 0 2168,8 0,117 0,117
Story4 B68 374 Beam Live Force Gravity 0 1 0 2118,8 0,117 0,117
Story4 B69 375 Beam Live Force Gravity 0 1 0 3179,2 0,117 0,117
Story4 B70 376 Beam Live Force Gravity 0 1 0 3127,6 0,117 0,117
Story4 B71 377 Beam Live Force Gravity 0 1 0 3076 0,117 0,117
Story4 B72 378 Beam Live Force Gravity 0 1 0 3024,4 0,117 0,117
Story4 B73 379 Beam Live Force Gravity 0 1 0 2937,5 0,117 0,117
Story4 B75 98 Beam Live Force Gravity 0 1 0 2866,8 0,117 0,117
Story4 B76 382 Beam Live Force Gravity 0 1 0 2831,5 0,117 0,117
Story4 B77 383 Beam Live Force Gravity 0 1 0 2796,2 0,117 0,117
Story4 B41 33 Beam Live Force Gravity 0 1 0 6870,7 0,117 0,117
Story4 B60 82 Beam Live Force Gravity 0 1 0 6360 0,117 0,117
Story4 B9 77 Beam Live Force Gravity 0 1 0 5804,5 0,117 0,117
Story4 B18 57 Beam Live Force Gravity 0 1 0 2925 0,117 0,117
Story3 B7 22 Beam Live Force Gravity 0 1 0 2570,2 0,117 0,117
Story3 B10 83 Beam Live Force Gravity 0 1 0 1350,9 0,117 0,117
Story3 B17 64 Beam Live Force Gravity 0 1 0 5243 0,117 0,117
Story3 B20 67 Beam Live Force Gravity 0 1 0 4637,7 0,117 0,117
Story3 B21 66 Beam Live Force Gravity 0 1 0 1532,8 0,117 0,117
Story3 B22 24 Beam Live Force Gravity 0 1 0 4329,8 0,117 0,117
Story3 B23 18 Beam Live Force Gravity 0 1 0 4276,2 0,117 0,117
Story3 B46 114 Beam Live Force Gravity 0 1 0 2616,9 0,117 0,117
Story3 B54 112 Beam Live Force Gravity 0 1 0 4379,7 0,117 0,117
Story3 B26 70 Beam Live Force Gravity 0 1 0 5592,3 0,117 0,117
Story3 B60 62 Beam Live Force Gravity 0 1 0 6360 0,117 0,117
Story3 B12 86 Beam Live Force Gravity 0 1 0 1420 0,117 0,117
Story3 B124 202 Beam Live Force Gravity 0 1 0 1356,7 0,117 0,117
Story3 B137 252 Beam Live Force Gravity 0 1 0 3897,5 0,117 0,117
Story3 B15 13 Beam Live Force Gravity 0 1 0 1297,4 0,117 0,117
Story3 B35 113 Beam Live Force Gravity 0 1 0 1375 0,117 0,117
Story3 B45 125 Beam Live Force Gravity 0 1 0 1250 0,117 0,117
Story3 B47 126 Beam Live Force Gravity 0 1 0 4302,9 0,117 0,117
Story3 B81 150 Beam Live Force Gravity 0 1 0 2372,7 0,117 0,117
38. Loads 26/04/2017
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Story Label
Unique
Name
Design
Type
Load
Pattern
LoadTyp
e
Directio
n
Relative
Distance
Start
Relative
Distance
End
Absolute
Distance
Start
mm
Absolute
Distance
End
mm
Force at
Start
tonf/m
Force at
End
tonf/m
Story3 B82 151 Beam Live Force Gravity 0 1 0 2359,9 0,117 0,117
Story3 B92 152 Beam Live Force Gravity 0 1 0 2347,1 0,117 0,117
Story3 B93 153 Beam Live Force Gravity 0 1 0 2334,4 0,117 0,117
Story3 B94 154 Beam Live Force Gravity 0 1 0 2311,5 0,117 0,117
Story3 B95 155 Beam Live Force Gravity 0 1 0 2301,4 0,117 0,117
Story3 B96 157 Beam Live Force Gravity 0 1 0 1822,9 0,117 0,117
Story3 B99 158 Beam Live Force Gravity 0 1 0 1764,5 0,117 0,117
Story3 B123 177 Beam Live Force Gravity 0 1 0 2200 0,117 0,117
Story3 B127 179 Beam Live Force Gravity 0 1 0 2100 0,117 0,117
Story3 B128 184 Beam Live Force Gravity 0 1 0 2050 0,117 0,117
Story3 B134 194 Beam Live Force Gravity 0 1 0 1975 0,117 0,117
Story3 B136 196 Beam Live Force Gravity 0 1 0 2300 0,117 0,117
Story3 B140 203 Beam Live Force Gravity 0 1 0 1900 0,117 0,117
Story3 B146 210 Beam Live Force Gravity 0 1 0 973 0,117 0,117
Story3 B150 220 Beam Live Force Gravity 0 1 0 2350 0,117 0,117
Story3 B151 222 Beam Live Force Gravity 0 1 0 1507,4 0,117 0,117
Story3 B152 223 Beam Live Force Gravity 0 1 0 1453,7 0,117 0,117
Story3 B153 226 Beam Live Force Gravity 0 1 0 1650 0,117 0,117
Story3 B155 228 Beam Live Force Gravity 0 1 0 2350 0,117 0,117
Story3 B157 237 Beam Live Force Gravity 0 1 0 1585 0,117 0,117
Story3 B39 72 Beam Live Force Gravity 0 1 0 1400 0,117 0,117
Story2 B2 5 Beam Live Force Gravity 0 1 0 3133,4 0,117 0,117
Story2 B3 6 Beam Live Force Gravity 0 1 0 3709,2 0,117 0,117
Story2 B27 44 Beam Live Force Gravity 0 1 0 3296,9 0,117 0,117
Story2 B29 55 Beam Live Force Gravity 0 1 0 3196,7 0,117 0,117
Story2 B33 122 Beam Live Force Gravity 0 1 0 3780,5 0,117 0,117
Story2 B11 25 Beam Live Force Gravity 0 1 0 3700,9 0,117 0,117
Story2 B53 105 Beam Live Force Gravity 0 1 0 2515,5 0,117 0,117
Story2 B55 106 Beam Live Force Gravity 0 1 0 2478,8 0,117 0,117
Story2 B56 107 Beam Live Force Gravity 0 1 0 2442,1 0,117 0,117
Story2 B58 110 Beam Live Force Gravity 0 1 0 2405,4 0,117 0,117
Story2 B69 135 Beam Live Force Gravity 0 1 0 3179,2 0,117 0,117
Story2 B70 136 Beam Live Force Gravity 0 1 0 3127,6 0,117 0,117
Story2 B71 139 Beam Live Force Gravity 0 1 0 3076 0,117 0,117
Story2 B72 140 Beam Live Force Gravity 0 1 0 3024,4 0,117 0,117
Story2 B73 141 Beam Live Force Gravity 0 1 0 2937,5 0,117 0,117
Story2 B74 143 Beam Live Force Gravity 0 1 0 2902,1 0,117 0,117
Story2 B75 144 Beam Live Force Gravity 0 1 0 2866,8 0,117 0,117
Story2 B76 145 Beam Live Force Gravity 0 1 0 2831,5 0,117 0,117
Story2 B77 146 Beam Live Force Gravity 0 1 0 2796,2 0,117 0,117
Story2 B41 50 Beam Live Force Gravity 0 1 0 6870,7 0,117 0,117
Story2 B9 71 Beam Live Force Gravity 0 1 0 5804,5 0,117 0,117
Story2 B6 42 Beam Live Force Gravity 0 1 0 1526,5 0,117 0,117
Story2 B14 9 Beam Live Force Gravity 0 1 0 3135,2 0,117 0,117
Story2 B113 198 Beam Live Force Gravity 0 1 0 1527 0,117 0,117
Story2 B117 199 Beam Live Force Gravity 0 1 0 1529,7 0,117 0,117
Story2 B118 200 Beam Live Force Gravity 0 1 0 1528,6 0,117 0,117
Story2 B120 201 Beam Live Force Gravity 0 1 0 1528,9 0,117 0,117
Story1 B7 99 Beam Live Force Gravity 0 1 0 2570,2 0,117 0,117
Story1 B8 85 Beam Live Force Gravity 0 1 0 850 0,117 0,117
Story1 B10 14 Beam Live Force Gravity 0 1 0 1350,9 0,117 0,117
Story1 B17 20 Beam Live Force Gravity 0 1 0 5243 0,117 0,117
Story1 B20 52 Beam Live Force Gravity 0 1 0 4637,7 0,117 0,117
Story1 B22 205 Beam Live Force Gravity 0 1 0 4329,8 0,117 0,117
39. Loads 26/04/2017
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Story Label
Unique
Name
Design
Type
Load
Pattern
LoadTyp
e
Directio
n
Relative
Distance
Start
Relative
Distance
End
Absolute
Distance
Start
mm
Absolute
Distance
End
mm
Force at
Start
tonf/m
Force at
End
tonf/m
Story1 B23 92 Beam Live Force Gravity 0 1 0 4276,2 0,117 0,117
Story1 B36 76 Beam Live Force Gravity 0 1 0 4290 0,117 0,117
Story1 B43 88 Beam Live Force Gravity 0 1 0 868,1 0,117 0,117
Story1 B46 91 Beam Live Force Gravity 0 1 0 2616,9 0,117 0,117
Story1 B49 101 Beam Live Force Gravity 0 1 0 2987,5 0,64 0,64
Story1 B54 10 Beam Live Force Gravity 0 1 0 4379,7 0,117 0,117
Story1 B57 123 Beam Live Force Gravity 0 1 0 2206,3 0,64 0,64
Story1 B78 148 Beam Live Force Gravity 0 1 0 4343,9 0,117 0,117
Story1 B84 172 Beam Live Force Gravity 0 1 0 2101,1 0,117 0,117
Story1 B85 182 Beam Live Force Gravity 0 1 0 2064 0,117 0,117
Story1 B86 186 Beam Live Force Gravity 0 1 0 2079,3 0,117 0,117
Story1 B87 188 Beam Live Force Gravity 0 1 0 2006,9 0,117 0,117
Story1 B88 189 Beam Live Force Gravity 0 1 0 2300,5 0,117 0,117
Story1 B89 190 Beam Live Force Gravity 0 1 0 2263,3 0,117 0,117
Story1 B90 191 Beam Live Force Gravity 0 1 0 2226,1 0,117 0,117
Story1 B91 192 Beam Live Force Gravity 0 1 0 2188,9 0,117 0,117
Story1 B107 230 Beam Live Force Gravity 0 1 0 839,3 0,117 0,117
Story1 B108 231 Beam Live Force Gravity 0 1 0 836,8 0,117 0,117
Story1 B109 232 Beam Live Force Gravity 0 1 0 835,2 0,117 0,117
Story1 B110 233 Beam Live Force Gravity 0 1 0 834,6 0,117 0,117
Story1 B111 234 Beam Live Force Gravity 0 1 0 834,8 0,117 0,117
Story1 B187 291 Beam Live Force Gravity 0 1 0 2266,6 0,117 0,117
Story1 B188 292 Beam Live Force Gravity 0 1 0 2238,4 0,117 0,117
Story1 B189 293 Beam Live Force Gravity 0 1 0 2205,2 0,117 0,117
Story1 B190 294 Beam Live Force Gravity 0 1 0 2171,7 0,117 0,117
Story1 B193 235 Beam Live Force Gravity 0 1 0 822,6 0,117 0,117
Story1 B26 43 Beam Live Force Gravity 0 1 0 5592,3 0,117 0,117
Story1 B12 90 Beam Live Force Gravity 0 1 0 1420 0,117 0,117
Story1 B25 213 Beam Live Force Gravity 0 1 0 812,9 0,117 0,117
Story1 B63 214 Beam Live Force Gravity 0 1 0 1573,3 0,117 0,117
Story1 B79 215 Beam Live Force Gravity 0 1 0 1589 0,117 0,117
Story1 B80 216 Beam Live Force Gravity 0 1 0 1580,9 0,117 0,117
Story1 B83 217 Beam Live Force Gravity 0 1 0 1567,2 0,117 0,117
Story1 B97 218 Beam Live Force Gravity 0 1 0 1558,1 0,117 0,117
Story1 B98 221 Beam Live Force Gravity 0 1 0 1549,7 0,117 0,117
Story1 B100 240 Beam Live Force Gravity 0 1 0 2582,1 0,117 0,117
Story1 B101 241 Beam Live Force Gravity 0 1 0 1989 0,117 0,117
Story1 B102 242 Beam Live Force Gravity 0 1 0 1948 0,117 0,117
Story1 B103 243 Beam Live Force Gravity 0 1 0 1907 0,117 0,117
Story1 B104 244 Beam Live Force Gravity 0 1 0 1866 0,117 0,117
Story1 B114 245 Beam Live Force Gravity 0 1 0 2004,4 0,117 0,117
Story1 B115 246 Beam Live Force Gravity 0 1 0 1976,6 0,117 0,117
Story1 B116 247 Beam Live Force Gravity 0 1 0 1948,4 0,117 0,117
Story1 B119 248 Beam Live Force Gravity 0 1 0 1915,9 0,117 0,117
Story1 B124 224 Beam Live Force Gravity 0 1 0 1356,7 0,117 0,117
Story1 B125 225 Beam Live Force Gravity 0 1 0 3420 0,117 0,117
Story1 B126 238 Beam Live Force Gravity 0 1 0 1383,1 0,117 0,117
Story1 B139 254 Beam Live Force Gravity 0 1 0 1528,8 0,117 0,117
Story1 B5 95 Beam Live Force Gravity 0 1 0 2616,8 0,117 0,117
Story1 B32 97 Beam Live Force Gravity 0 1 0 949,1 0,117 0,117
Story1 B37 118 Beam Live Force Gravity 0 1 0 2362,2 0,117 0,117
Story1 B16 19 Beam Live Force Gravity 0 1 0 3581 0,117 0,117
Story4 D1 48 Brace Dead Force Gravity 0 1 0 1680,6 0,62 0,62
Story4 D2 84 Brace Dead Force Gravity 0 1 0 1687,3 0,62 0,62
40. Loads 26/04/2017
Page 40 of 73
Story Label
Unique
Name
Design
Type
Load
Pattern
LoadTyp
e
Directio
n
Relative
Distance
Start
Relative
Distance
End
Absolute
Distance
Start
mm
Absolute
Distance
End
mm
Force at
Start
tonf/m
Force at
End
tonf/m
Story4 D1 48 Brace Live Force Gravity 0 1 0 1680,6 0,117 0,117
Story4 D2 84 Brace Live Force Gravity 0 1 0 1687,3 0,117 0,117
4.4 Load Cases
Table 4.7 - Load Cases - Summary
Name Type
Dead Linear Static
Live Linear Static
SISMOXX
Response
Spectrum
SISMOXXN
EG
Response
Spectrum
SISMOYYN
EG
Response
Spectrum
SISMOYY
Response
Spectrum
4.5 Load Combinations
Table 4.8 - Load Combinations
Name
Load
Case/Com
bo
Scale
Factor
Type Auto
Comb1 Dead 1,4 Linear Add No
Comb2 Dead 1,2 Linear Add No
Comb2 Live 1,6 No
Comb3 Dead 1,2 Linear Add No
Comb3 Live 1 No
Comb3 SISMOXX 1 No
Comb3 SISMOYY 1 No
Comb3-1 Dead 1,2 Linear Add No
Comb3-1 Live 1 No
Comb3-1
SISMOXXN
EG
1 No
Comb3-1
SISMOYYN
EG
1 No
DCon1 Dead 1,4 Linear Add Yes
DCon2 Dead 1,2 Linear Add Yes
DCon2 Live 1,6 No
DCon3 Dead 1,3 Linear Add Yes
DCon3 Live 1 No
DCon3 SISMOXX 1 No
DCon4 Dead 1,3 Linear Add Yes
DCon4 Live 1 No
DCon4
SISMOXXN
EG
1 No
DCon5 Dead 1,3 Linear Add Yes
DCon5 Live 1 No
DCon5
SISMOYYN
EG
1 No
DCon6 Dead 1,3 Linear Add Yes
DCon6 Live 1 No
DCon6 SISMOYY 1 No
DCon7 Dead 0,8 Linear Add Yes
DCon7 SISMOXX 1 No
DCon8 Dead 0,8 Linear Add Yes
41. Loads 26/04/2017
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Name
Load
Case/Com
bo
Scale
Factor
Type Auto
DCon8
SISMOXXN
EG
1 No
DCon9 Dead 0,8 Linear Add Yes
DCon9
SISMOYYN
EG
1 No
DCon10 Dead 0,8 Linear Add Yes
DCon10 SISMOYY 1 No
42. Analysis Results 26/04/2017
Page 42 of 73
5 Analysis Results
This chapter provides analysis results.
5.1 Structure Results
Table 5.1 - Base Reactions
Load
Case/Comb
o
FX
tonf
FY
tonf
FZ
tonf
MX
tonf-m
MY
tonf-m
MZ
tonf-m
X
m
Y
m
Z
m
Dead 0,0304 0,0185 267,4283 2214,5033 -696,1451 -0,0108 0 0 0
Live 0,0157 0,0127 50,0261 476,3934 -138,392 0,0057 0 0 0
SISMOXX
Max
42,4714 11,9811 0 61,5074 225,5436 290,5495 0 0 0
SISMOXXNE
G Max
42,4714 11,9811 0 61,5074 225,5436 290,5495 0 0 0
SISMOYYNE
G Max
11,9811 24,8051 0 163,4318 60,6465 112,9257 0 0 0
SISMOYY
Max
11,9811 24,8051 0 163,4318 60,6465 112,9257 0 0 0
Comb1 0,0425 0,0258 374,3997 3100,3047 -974,6031 -0,0151 0 0 0
Comb2 0,0615 0,0425 400,9557 3419,6334 -1056,8012 -0,0039 0 0 0
Comb3 Max 54,5046 36,821 370,9401 3358,7366 -687,576 403,4679 0 0 0
Comb3 Min -54,4004 -36,7513 370,9401 2908,8582 -1259,9561 -403,4825 0 0 0
Comb3-1 Max 54,5046 36,821 370,9401 3358,7366 -687,576 403,4679 0 0 0
Comb3-1 Min -54,4004 -36,7513 370,9401 2908,8582 -1259,9561 -403,4825 0 0 0
DCon1 0,0425 0,0258 374,3997 3100,3047 -974,6031 -0,0151 0 0 0
DCon2 0,0615 0,0425 400,9557 3419,6334 -1056,8012 -0,0039 0 0 0
DCon3 Max 42,5266 12,0178 397,6829 3416,7551 -817,837 290,5411 0 0 0
DCon3 Min -42,4163 -11,9444 397,6829 3293,7404 -1268,9241 -290,5579 0 0 0
DCon4 Max 42,5266 12,0178 397,6829 3416,7551 -817,837 290,5411 0 0 0
DCon4 Min -42,4163 -11,9444 397,6829 3293,7404 -1268,9241 -290,5579 0 0 0
DCon5 Max 12,0362 24,8418 397,6829 3518,6795 -982,7341 112,9173 0 0 0
DCon5 Min -11,9259 -24,7683 397,6829 3191,8159 -1104,027 -112,9341 0 0 0
DCon6 Max 12,0362 24,8418 397,6829 3518,6795 -982,7341 112,9173 0 0 0
DCon6 Min -11,9259 -24,7683 397,6829 3191,8159 -1104,027 -112,9341 0 0 0
DCon7 Max 42,4957 11,9958 213,9427 1833,11 -331,3725 290,5408 0 0 0
DCon7 Min -42,4471 -11,9663 213,9427 1710,0953 -782,4596 -290,5581 0 0 0
DCon8 Max 42,4957 11,9958 213,9427 1833,11 -331,3725 290,5408 0 0 0
DCon8 Min -42,4471 -11,9663 213,9427 1710,0953 -782,4596 -290,5581 0 0 0
DCon9 Max 12,0054 24,8198 213,9427 1935,0345 -496,2696 112,917 0 0 0
DCon9 Min -11,9568 -24,7903 213,9427 1608,1708 -617,5625 -112,9343 0 0 0
DCon10 Max 12,0054 24,8198 213,9427 1935,0345 -496,2696 112,917 0 0 0
DCon10 Min -11,9568 -24,7903 213,9427 1608,1708 -617,5625 -112,9343 0 0 0
5.2 Story Results
Table 5.2 - Story Drifts
Story
Load
Case/Comb
o
Direction Drift Label
X
m
Y
m
Z
m
Story6 Dead X 0,000626 3 6,593 3,1229 8,95
Story6 Dead Y 0,000268 3 6,593 3,1229 8,95
Story6 Live X 4,7E-05 4 5,7545 6,8093 8,95
Story6 Live Y 2,6E-05 3 6,593 3,1229 8,95
Story6
SISMOXX
Max
X 0,002891 3 6,593 3,1229 8,95
Story6
SISMOXX
Max
Y 0,000796 3 6,593 3,1229 8,95
Story6
SISMOXXNE
G Max
X 0,002891 3 6,593 3,1229 8,95
Story6 SISMOXXNE Y 0,000796 3 6,593 3,1229 8,95
43. Analysis Results 26/04/2017
Page 43 of 73
Story
Load
Case/Comb
o
Direction Drift Label
X
m
Y
m
Z
m
G Max
Story6
SISMOYYNE
G Max
X 0,000849 25 -0,6055 6,8093 8,95
Story6
SISMOYYNE
G Max
Y 0,000851 25 -0,6055 6,8093 8,95
Story6
SISMOYY
Max
X 0,000849 25 -0,6055 6,8093 8,95
Story6
SISMOYY
Max
Y 0,000851 25 -0,6055 6,8093 8,95
Story6 Comb1 X 0,000877 3 6,593 3,1229 8,95
Story6 Comb1 Y 0,000376 3 6,593 3,1229 8,95
Story6 Comb2 X 0,000781 3 6,593 3,1229 8,95
Story6 Comb2 Y 0,000364 3 6,593 3,1229 8,95
Story6 Comb3 Max X 0,002727 26 -0,2777 3,1229 8,95
Story6 Comb3 Max Y 0,001501 25 -0,6055 6,8093 8,95
Story6 Comb3 Min X 0,004256 3 6,593 3,1229 8,95
Story6 Comb3 Min Y 0,001992 3 6,593 3,1229 8,95
Story6 Comb3-1 Max X 0,002727 26 -0,2777 3,1229 8,95
Story6 Comb3-1 Max Y 0,001501 25 -0,6055 6,8093 8,95
Story6 Comb3-1 Min X 0,004256 3 6,593 3,1229 8,95
Story6 Comb3-1 Min Y 0,001992 3 6,593 3,1229 8,95
Story6 DCon1 X 0,000877 3 6,593 3,1229 8,95
Story6 DCon1 Y 0,000376 3 6,593 3,1229 8,95
Story6 DCon2 X 0,000781 3 6,593 3,1229 8,95
Story6 DCon2 Y 0,000364 3 6,593 3,1229 8,95
Story6 DCon3 Max X 0,002073 26 -0,2777 3,1229 8,95
Story6 DCon3 Max Y 0,000656 25 -0,6055 6,8093 8,95
Story6 DCon3 Min X 0,003724 3 6,593 3,1229 8,95
Story6 DCon3 Min Y 0,001172 3 6,593 3,1229 8,95
Story6 DCon4 Max X 0,002073 26 -0,2777 3,1229 8,95
Story6 DCon4 Max Y 0,000656 25 -0,6055 6,8093 8,95
Story6 DCon4 Min X 0,003724 3 6,593 3,1229 8,95
Story6 DCon4 Min Y 0,001172 3 6,593 3,1229 8,95
Story6 DCon5 Max X 0,000962 4 5,7545 6,8093 8,95
Story6 DCon5 Max Y 0,00094 25 -0,6055 6,8093 8,95
Story6 DCon5 Min X 0,001428 3 6,593 3,1229 8,95
Story6 DCon5 Min Y 0,001222 3 6,593 3,1229 8,95
Story6 DCon6 Max X 0,000962 4 5,7545 6,8093 8,95
Story6 DCon6 Max Y 0,00094 25 -0,6055 6,8093 8,95
Story6 DCon6 Min X 0,001428 3 6,593 3,1229 8,95
Story6 DCon6 Min Y 0,001222 3 6,593 3,1229 8,95
Story6 DCon7 Max X 0,002393 26 -0,2777 3,1229 8,95
Story6 DCon7 Max Y 0,000609 25 -0,6055 6,8093 8,95
Story6 DCon7 Min X 0,003393 3 6,593 3,1229 8,95
Story6 DCon7 Min Y 0,001011 3 6,593 3,1229 8,95
Story6 DCon8 Max X 0,002393 26 -0,2777 3,1229 8,95
Story6 DCon8 Max Y 0,000609 25 -0,6055 6,8093 8,95
Story6 DCon8 Min X 0,003393 3 6,593 3,1229 8,95
Story6 DCon8 Min Y 0,001011 3 6,593 3,1229 8,95
Story6 DCon9 Max X 0,000889 4 5,7545 6,8093 8,95
Story6 DCon9 Max Y 0,000893 25 -0,6055 6,8093 8,95
Story6 DCon9 Min X 0,001104 25 -0,6055 6,8093 8,95
Story6 DCon9 Min Y 0,001062 3 6,593 3,1229 8,95
Story6 DCon10 Max X 0,000889 4 5,7545 6,8093 8,95
Story6 DCon10 Max Y 0,000893 25 -0,6055 6,8093 8,95
Story6 DCon10 Min X 0,001104 25 -0,6055 6,8093 8,95
Story6 DCon10 Min Y 0,001062 3 6,593 3,1229 8,95
44. Analysis Results 26/04/2017
Page 44 of 73
Story
Load
Case/Comb
o
Direction Drift Label
X
m
Y
m
Z
m
Story5 Dead X 0,001411 7 3,9067 15,0205 7,95
Story5 Live X 0,000245 20 -1,3363 15,0278 7,95
Story5 Live Y 9,7E-05 12 0,8052 8,1631 7,95
Story5
SISMOXX
Max
X 0,003014 7 3,9067 15,0205 7,95
Story5
SISMOXX
Max
Y 0,000929 7 3,9067 15,0205 7,95
Story5
SISMOXXNE
G Max
X 0,003014 7 3,9067 15,0205 7,95
Story5
SISMOXXNE
G Max
Y 0,000929 7 3,9067 15,0205 7,95
Story5
SISMOYYNE
G Max
X 0,001877 7 3,9067 15,0205 7,95
Story5
SISMOYYNE
G Max
Y 0,00145 12 0,8052 8,1631 7,95
Story5
SISMOYY
Max
X 0,001877 7 3,9067 15,0205 7,95
Story5
SISMOYY
Max
Y 0,00145 12 0,8052 8,1631 7,95
Story5 Comb1 X 0,001975 7 3,9067 15,0205 7,95
Story5 Comb2 X 0,00208 20 -1,3363 15,0278 7,95
Story5 Comb3 Max X 0,006824 7 3,9067 15,0205 7,95
Story5 Comb3 Max Y 0,002303 12 0,8052 8,1631 7,95
Story5 Comb3 Min X 0,002958 7 3,9067 15,0205 7,95
Story5 Comb3 Min Y 0,002165 12 0,8052 8,1631 7,95
Story5 Comb3-1 Max X 0,006824 7 3,9067 15,0205 7,95
Story5 Comb3-1 Max Y 0,002303 12 0,8052 8,1631 7,95
Story5 Comb3-1 Min X 0,002958 7 3,9067 15,0205 7,95
Story5 Comb3-1 Min Y 0,002165 12 0,8052 8,1631 7,95
Story5 DCon1 X 0,001975 7 3,9067 15,0205 7,95
Story5 DCon2 X 0,00208 20 -1,3363 15,0278 7,95
Story5 DCon3 Max X 0,005088 7 3,9067 15,0205 7,95
Story5 DCon3 Max Y 0,001126 7 3,9067 15,0205 7,95
Story5 DCon3 Min X 0,001761 4 5,7545 6,8093 7,95
Story5 DCon3 Min Y 0,000875 4 5,7545 6,8093 7,95
Story5 DCon4 Max X 0,005088 7 3,9067 15,0205 7,95
Story5 DCon4 Max Y 0,001126 7 3,9067 15,0205 7,95
Story5 DCon4 Min X 0,001761 4 5,7545 6,8093 7,95
Story5 DCon4 Min Y 0,000875 4 5,7545 6,8093 7,95
Story5 DCon5 Max X 0,003951 7 3,9067 15,0205 7,95
Story5 DCon5 Max Y 0,001516 12 0,8052 8,1631 7,95
Story5 DCon5 Min X 0,001027 4 5,7545 6,8093 7,95
Story5 DCon5 Min Y 0,001384 12 0,8052 8,1631 7,95
Story5 DCon6 Max X 0,003951 7 3,9067 15,0205 7,95
Story5 DCon6 Max Y 0,001516 12 0,8052 8,1631 7,95
Story5 DCon6 Min X 0,001027 4 5,7545 6,8093 7,95
Story5 DCon6 Min Y 0,001384 12 0,8052 8,1631 7,95
Story5 DCon7 Max X 0,004143 7 3,9067 15,0205 7,95
Story5 DCon7 Max Y 0,001039 7 3,9067 15,0205 7,95
Story5 DCon7 Min X 0,001886 7 3,9067 15,0205 7,95
Story5 DCon7 Min Y 0,00082 7 3,9067 15,0205 7,95
Story5 DCon8 Max X 0,004143 7 3,9067 15,0205 7,95
Story5 DCon8 Max Y 0,001039 7 3,9067 15,0205 7,95
Story5 DCon8 Min X 0,001886 7 3,9067 15,0205 7,95
Story5 DCon8 Min Y 0,00082 7 3,9067 15,0205 7,95
Story5 DCon9 Max X 0,003005 7 3,9067 15,0205 7,95
Story5 DCon9 Max Y 0,001431 12 0,8052 8,1631 7,95
Story5 DCon9 Min X 0,000959 21 -1,1111 12,4675 7,95
45. Analysis Results 26/04/2017
Page 45 of 73
Story
Load
Case/Comb
o
Direction Drift Label
X
m
Y
m
Z
m
Story5 DCon9 Min Y 0,001469 12 0,8052 8,1631 7,95
Story5 DCon10 Max X 0,003005 7 3,9067 15,0205 7,95
Story5 DCon10 Max Y 0,001431 12 0,8052 8,1631 7,95
Story5 DCon10 Min X 0,000959 21 -1,1111 12,4675 7,95
Story5 DCon10 Min Y 0,001469 12 0,8052 8,1631 7,95
Story4 Dead X 0,001211 2 7,3303 -0,0905 6,35
Story4 Dead Y 0,000922 32 2,3648 6,8093 6,35
Story4 Live X 0,000145 2 7,3303 -0,0905 6,35
Story4 Live Y 0,000167 5 0,9248 6,8177 6,35
Story4
SISMOXX
Max
X 0,004405 16 1,5265 0,0016 6,35
Story4
SISMOXX
Max
Y 0,000947 2 7,3303 -0,0905 6,35
Story4
SISMOXXNE
G Max
X 0,004405 16 1,5265 0,0016 6,35
Story4
SISMOXXNE
G Max
Y 0,000947 2 7,3303 -0,0905 6,35
Story4
SISMOYYNE
G Max
X 0,000383 16 1,5265 0,0016 6,35
Story4
SISMOYYNE
G Max
Y 0,000717 25 -0,6055 6,8093 6,35
Story4
SISMOYY
Max
X 0,000383 16 1,5265 0,0016 6,35
Story4
SISMOYY
Max
Y 0,000717 25 -0,6055 6,8093 6,35
Story4 Comb1 X 0,001695 2 7,3303 -0,0905 6,35
Story4 Comb1 Y 0,001291 32 2,3648 6,8093 6,35
Story4 Comb2 X 0,001685 2 7,3303 -0,0905 6,35
Story4 Comb2 Y 0,001339 32 2,3648 6,8093 6,35
Story4 Comb3 Max X 0,003229 16 1,5265 0,0016 6,35
Story4 Comb3 Max Y 0,001554 25 -0,6055 6,8093 6,35
Story4 Comb3 Min X 0,006354 2 7,3303 -0,0905 6,35
Story4 Comb3 Min Y 0,002139 32 2,3648 6,8093 6,35
Story4 Comb3-1 Max X 0,003229 16 1,5265 0,0016 6,35
Story4 Comb3-1 Max Y 0,001554 25 -0,6055 6,8093 6,35
Story4 Comb3-1 Min X 0,006354 2 7,3303 -0,0905 6,35
Story4 Comb3-1 Min Y 0,002139 32 2,3648 6,8093 6,35
Story4 DCon1 X 0,001695 2 7,3303 -0,0905 6,35
Story4 DCon1 Y 0,001291 32 2,3648 6,8093 6,35
Story4 DCon2 X 0,001685 2 7,3303 -0,0905 6,35
Story4 DCon2 Y 0,001339 32 2,3648 6,8093 6,35
Story4 DCon3 Max X 0,002728 16 1,5265 0,0016 6,35
Story4 DCon3 Min X 0,006093 2 7,3303 -0,0905 6,35
Story4 DCon3 Min Y 0,0017 32 2,3648 6,8093 6,35
Story4 DCon4 Max X 0,002728 16 1,5265 0,0016 6,35
Story4 DCon4 Min X 0,006093 2 7,3303 -0,0905 6,35
Story4 DCon4 Min Y 0,0017 32 2,3648 6,8093 6,35
Story4 DCon5 Max X 0,001337 2 7,3303 -0,0905 6,35
Story4 DCon5 Max Y 0,000969 5 0,9248 6,8177 6,35
Story4 DCon5 Min X 0,0021 2 7,3303 -0,0905 6,35
Story4 DCon5 Min Y 0,001875 32 2,3648 6,8093 6,35
Story4 DCon6 Max X 0,001337 2 7,3303 -0,0905 6,35
Story4 DCon6 Max Y 0,000969 5 0,9248 6,8177 6,35
Story4 DCon6 Min X 0,0021 2 7,3303 -0,0905 6,35
Story4 DCon6 Min Y 0,001875 32 2,3648 6,8093 6,35
Story4 DCon7 Max X 0,003459 16 1,5265 0,0016 6,35
Story4 DCon7 Min X 0,00535 16 1,5265 0,0016 6,35
Story4 DCon7 Min Y 0,001248 2 7,3303 -0,0905 6,35
46. Analysis Results 26/04/2017
Page 46 of 73
Story
Load
Case/Comb
o
Direction Drift Label
X
m
Y
m
Z
m
Story4 DCon8 Max X 0,003459 16 1,5265 0,0016 6,35
Story4 DCon8 Min X 0,00535 16 1,5265 0,0016 6,35
Story4 DCon8 Min Y 0,001248 2 7,3303 -0,0905 6,35
Story4 DCon9 Max X 0,000587 2 7,3303 -0,0905 6,35
Story4 DCon9 Max Y 0,000742 25 -0,6055 6,8093 6,35
Story4 DCon9 Min X 0,00135 2 7,3303 -0,0905 6,35
Story4 DCon9 Min Y 0,001269 32 2,3648 6,8093 6,35
Story4 DCon10 Max X 0,000587 2 7,3303 -0,0905 6,35
Story4 DCon10 Max Y 0,000742 25 -0,6055 6,8093 6,35
Story4 DCon10 Min X 0,00135 2 7,3303 -0,0905 6,35
Story4 DCon10 Min Y 0,001269 32 2,3648 6,8093 6,35
Story3 Dead X 0,000333 20 -1,3363 15,0278 5,35
Story3 Dead Y 0,000174 12 0,8052 8,1631 5,35
Story3 Live X 5,5E-05 20 -1,3363 15,0278 5,35
Story3 Live Y 3,4E-05 12 0,8052 8,1631 5,35
Story3
SISMOXX
Max
X 0,001078 20 -1,3363 15,0278 5,35
Story3
SISMOXX
Max
Y 0,000522 4 5,7545 6,8093 5,35
Story3
SISMOXXNE
G Max
X 0,001078 20 -1,3363 15,0278 5,35
Story3
SISMOXXNE
G Max
Y 0,000522 4 5,7545 6,8093 5,35
Story3
SISMOYYNE
G Max
X 0,000609 20 -1,3363 15,0278 5,35
Story3
SISMOYYNE
G Max
Y 0,000323 12 0,8052 8,1631 5,35
Story3
SISMOYY
Max
X 0,000609 20 -1,3363 15,0278 5,35
Story3
SISMOYY
Max
Y 0,000323 12 0,8052 8,1631 5,35
Story3 Comb1 X 0,000466 20 -1,3363 15,0278 5,35
Story3 Comb1 Y 0,000243 12 0,8052 8,1631 5,35
Story3 Comb2 X 0,000487 20 -1,3363 15,0278 5,35
Story3 Comb2 Y 0,000264 12 0,8052 8,1631 5,35
Story3 Comb3 Max X 0,002141 20 -1,3363 15,0278 5,35
Story3 Comb3 Max Y 0,00108 12 0,8052 8,1631 5,35
Story3 Comb3 Min X 0,001244 7 3,9067 15,0205 5,35
Story3 Comb3 Min Y 0,000594 12 0,8052 8,1631 5,35
Story3 Comb3-1 Max X 0,002141 20 -1,3363 15,0278 5,35
Story3 Comb3-1 Max Y 0,00108 12 0,8052 8,1631 5,35
Story3 Comb3-1 Min X 0,001244 7 3,9067 15,0205 5,35
Story3 Comb3-1 Min Y 0,000594 12 0,8052 8,1631 5,35
Story3 DCon1 X 0,000466 20 -1,3363 15,0278 5,35
Story3 DCon1 Y 0,000243 12 0,8052 8,1631 5,35
Story3 DCon2 X 0,000487 20 -1,3363 15,0278 5,35
Story3 DCon2 Y 0,000264 12 0,8052 8,1631 5,35
Story3 DCon3 Max X 0,001565 20 -1,3363 15,0278 5,35
Story3 DCon3 Max Y 0,000774 12 0,8052 8,1631 5,35
Story3 DCon3 Min X 0,000606 7 3,9067 15,0205 5,35
Story3 DCon3 Min Y 0,000511 4 5,7545 6,8093 5,35
Story3 DCon4 Max X 0,001565 20 -1,3363 15,0278 5,35
Story3 DCon4 Max Y 0,000774 12 0,8052 8,1631 5,35
Story3 DCon4 Min X 0,000606 7 3,9067 15,0205 5,35
Story3 DCon4 Min Y 0,000511 4 5,7545 6,8093 5,35
Story3 DCon5 Max X 0,001096 20 -1,3363 15,0278 5,35
Story3 DCon5 Max Y 0,000584 12 0,8052 8,1631 5,35
Story3 DCon5 Min X 0,000141 7 3,9067 15,0205 5,35
47. Analysis Results 26/04/2017
Page 47 of 73
Story
Load
Case/Comb
o
Direction Drift Label
X
m
Y
m
Z
m
Story3 DCon5 Min Y 6,3E-05 12 0,8052 8,1631 5,35
Story3 DCon6 Max X 0,001096 20 -1,3363 15,0278 5,35
Story3 DCon6 Max Y 0,000584 12 0,8052 8,1631 5,35
Story3 DCon6 Min X 0,000141 7 3,9067 15,0205 5,35
Story3 DCon6 Min Y 6,3E-05 12 0,8052 8,1631 5,35
Story3 DCon7 Max X 0,001344 20 -1,3363 15,0278 5,35
Story3 DCon7 Max Y 0,000653 12 0,8052 8,1631 5,35
Story3 DCon7 Min X 0,000819 7 3,9067 15,0205 5,35
Story3 DCon7 Min Y 0,000518 4 5,7545 6,8093 5,35
Story3 DCon8 Max X 0,001344 20 -1,3363 15,0278 5,35
Story3 DCon8 Max Y 0,000653 12 0,8052 8,1631 5,35
Story3 DCon8 Min X 0,000819 7 3,9067 15,0205 5,35
Story3 DCon8 Min Y 0,000518 4 5,7545 6,8093 5,35
Story3 DCon9 Max X 0,000875 20 -1,3363 15,0278 5,35
Story3 DCon9 Max Y 0,000462 12 0,8052 8,1631 5,35
Story3 DCon9 Min X 0,000353 7 3,9067 15,0205 5,35
Story3 DCon9 Min Y 0,000184 12 0,8052 8,1631 5,35
Story3 DCon10 Max X 0,000875 20 -1,3363 15,0278 5,35
Story3 DCon10 Max Y 0,000462 12 0,8052 8,1631 5,35
Story3 DCon10 Min X 0,000353 7 3,9067 15,0205 5,35
Story3 DCon10 Min Y 0,000184 12 0,8052 8,1631 5,35
Story2 Dead X 0,001725 8 2,3648 6,8177 3,75
Story2 Dead Y 0,003718 8 2,3648 6,8177 3,75
Story2 Live X 0,000306 8 2,3648 6,8177 3,75
Story2 Live Y 0,000356 8 2,3648 6,8177 3,75
Story2
SISMOXX
Max
X 0,001064 2 7,3303 -0,0905 3,75
Story2
SISMOXX
Max
Y 0,000933 8 2,3648 6,8177 3,75
Story2
SISMOXXNE
G Max
X 0,001064 2 7,3303 -0,0905 3,75
Story2
SISMOXXNE
G Max
Y 0,000933 8 2,3648 6,8177 3,75
Story2
SISMOYYNE
G Max
X 0,00014 4 5,7545 6,8093 3,75
Story2
SISMOYYNE
G Max
Y 0,000153 8 2,3648 6,8177 3,75
Story2
SISMOYY
Max
X 0,00014 4 5,7545 6,8093 3,75
Story2
SISMOYY
Max
Y 0,000153 8 2,3648 6,8177 3,75
Story2 Comb1 X 0,002415 8 2,3648 6,8177 3,75
Story2 Comb1 Y 0,005206 8 2,3648 6,8177 3,75
Story2 Comb2 X 0,00256 8 2,3648 6,8177 3,75
Story2 Comb2 Y 0,005032 8 2,3648 6,8177 3,75
Story2 Comb3 Max X 0,00262 8 2,3648 6,8177 3,75
Story2 Comb3 Max Y 0,003732 8 2,3648 6,8177 3,75
Story2 Comb3 Min X 0,002133 8 2,3648 6,8177 3,75
Story2 Comb3 Min Y 0,005904 8 2,3648 6,8177 3,75
Story2 Comb3-1 Max X 0,00262 8 2,3648 6,8177 3,75
Story2 Comb3-1 Max Y 0,003732 8 2,3648 6,8177 3,75
Story2 Comb3-1 Min X 0,002133 8 2,3648 6,8177 3,75
Story2 Comb3-1 Min Y 0,005904 8 2,3648 6,8177 3,75
Story2 DCon1 X 0,002415 8 2,3648 6,8177 3,75
Story2 DCon1 Y 0,005206 8 2,3648 6,8177 3,75
Story2 DCon2 X 0,00256 8 2,3648 6,8177 3,75
Story2 DCon2 Y 0,005032 8 2,3648 6,8177 3,75
Story2 DCon3 Max X 0,002741 8 2,3648 6,8177 3,75
48. Analysis Results 26/04/2017
Page 48 of 73
Story
Load
Case/Comb
o
Direction Drift Label
X
m
Y
m
Z
m
Story2 DCon3 Max Y 0,004257 8 2,3648 6,8177 3,75
Story2 DCon3 Min X 0,002357 8 2,3648 6,8177 3,75
Story2 DCon3 Min Y 0,006123 8 2,3648 6,8177 3,75
Story2 DCon4 Max X 0,002741 8 2,3648 6,8177 3,75
Story2 DCon4 Max Y 0,004257 8 2,3648 6,8177 3,75
Story2 DCon4 Min X 0,002357 8 2,3648 6,8177 3,75
Story2 DCon4 Min Y 0,006123 8 2,3648 6,8177 3,75
Story2 DCon5 Max X 0,002601 8 2,3648 6,8177 3,75
Story2 DCon5 Max Y 0,005037 8 2,3648 6,8177 3,75
Story2 DCon5 Min X 0,002498 8 2,3648 6,8177 3,75
Story2 DCon5 Min Y 0,005343 8 2,3648 6,8177 3,75
Story2 DCon6 Max X 0,002601 8 2,3648 6,8177 3,75
Story2 DCon6 Max Y 0,005037 8 2,3648 6,8177 3,75
Story2 DCon6 Min X 0,002498 8 2,3648 6,8177 3,75
Story2 DCon6 Min Y 0,005343 8 2,3648 6,8177 3,75
Story2 DCon7 Max X 0,001572 8 2,3648 6,8177 3,75
Story2 DCon7 Max Y 0,002042 8 2,3648 6,8177 3,75
Story2 DCon7 Min Y 0,003908 8 2,3648 6,8177 3,75
Story2 DCon8 Max X 0,001572 8 2,3648 6,8177 3,75
Story2 DCon8 Max Y 0,002042 8 2,3648 6,8177 3,75
Story2 DCon8 Min Y 0,003908 8 2,3648 6,8177 3,75
Story2 DCon9 Max X 0,001432 8 2,3648 6,8177 3,75
Story2 DCon9 Max Y 0,002821 8 2,3648 6,8177 3,75
Story2 DCon9 Min X 0,001329 8 2,3648 6,8177 3,75
Story2 DCon9 Min Y 0,003128 8 2,3648 6,8177 3,75
Story2 DCon10 Max X 0,001432 8 2,3648 6,8177 3,75
Story2 DCon10 Max Y 0,002821 8 2,3648 6,8177 3,75
Story2 DCon10 Min X 0,001329 8 2,3648 6,8177 3,75
Story2 DCon10 Min Y 0,003128 8 2,3648 6,8177 3,75
Story1 Dead X 9,6E-05 20 -1,3363 15,0278 2,75
Story1 Dead Y 3,8E-05 19 -1,6009 18,0035 2,75
Story1 Live X 1,6E-05 20 -1,3363 15,0278 2,75
Story1 Live Y 1E-05 19 -1,6009 18,0035 2,75
Story1
SISMOXX
Max
X 0,000503 43 0,8199 18,0214 2,75
Story1
SISMOXX
Max
Y 0,000283 43 0,8199 18,0214 2,75
Story1
SISMOXXNE
G Max
X 0,000503 43 0,8199 18,0214 2,75
Story1
SISMOXXNE
G Max
Y 0,000283 43 0,8199 18,0214 2,75
Story1
SISMOYYNE
G Max
X 0,000145 19 -1,6009 18,0035 2,75
Story1
SISMOYYNE
G Max
Y 0,000581 43 0,8199 18,0214 2,75
Story1
SISMOYY
Max
X 0,000145 19 -1,6009 18,0035 2,75
Story1
SISMOYY
Max
Y 0,000581 43 0,8199 18,0214 2,75
Story1 Comb1 X 0,000134 20 -1,3363 15,0278 2,75
Story1 Comb1 Y 5,3E-05 19 -1,6009 18,0035 2,75
Story1 Comb2 X 0,000142 20 -1,3363 15,0278 2,75
Story1 Comb2 Y 6,2E-05 19 -1,6009 18,0035 2,75
Story1 Comb3 Max X 0,00061 19 -1,6009 18,0035 2,75
Story1 Comb3 Max Y 0,000848 43 0,8199 18,0214 2,75
Story1 Comb3 Min X 0,000685 19 -1,6009 18,0035 2,75
Story1 Comb3 Min Y 0,000879 43 0,8199 18,0214 2,75
Story1 Comb3-1 Max X 0,00061 19 -1,6009 18,0035 2,75
49. Analysis Results 26/04/2017
Page 49 of 73
Story
Load
Case/Comb
o
Direction Drift Label
X
m
Y
m
Z
m
Story1 Comb3-1 Max Y 0,000848 43 0,8199 18,0214 2,75
Story1 Comb3-1 Min X 0,000685 19 -1,6009 18,0035 2,75
Story1 Comb3-1 Min Y 0,000879 43 0,8199 18,0214 2,75
Story1 DCon1 X 0,000134 20 -1,3363 15,0278 2,75
Story1 DCon1 Y 5,3E-05 19 -1,6009 18,0035 2,75
Story1 DCon2 X 0,000142 20 -1,3363 15,0278 2,75
Story1 DCon2 Y 6,2E-05 19 -1,6009 18,0035 2,75
Story1 DCon3 Max X 0,000462 43 0,8199 18,0214 2,75
Story1 DCon3 Max Y 0,000267 43 0,8199 18,0214 2,75
Story1 DCon3 Min X 0,000544 1 3,2399 18,0214 2,75
Story1 DCon3 Min Y 0,0003 43 0,8199 18,0214 2,75
Story1 DCon4 Max X 0,000462 43 0,8199 18,0214 2,75
Story1 DCon4 Max Y 0,000267 43 0,8199 18,0214 2,75
Story1 DCon4 Min X 0,000544 1 3,2399 18,0214 2,75
Story1 DCon4 Min Y 0,0003 43 0,8199 18,0214 2,75
Story1 DCon5 Max X 0,000104 19 -1,6009 18,0035 2,75
Story1 DCon5 Max Y 0,000564 43 0,8199 18,0214 2,75
Story1 DCon5 Min X 0,000284 20 -1,3363 15,0278 2,75
Story1 DCon5 Min Y 0,000597 43 0,8199 18,0214 2,75
Story1 DCon6 Max X 0,000104 19 -1,6009 18,0035 2,75
Story1 DCon6 Max Y 0,000564 43 0,8199 18,0214 2,75
Story1 DCon6 Min X 0,000284 20 -1,3363 15,0278 2,75
Story1 DCon6 Min Y 0,000597 43 0,8199 18,0214 2,75
Story1 DCon7 Max X 0,000482 43 0,8199 18,0214 2,75
Story1 DCon7 Max Y 0,000275 43 0,8199 18,0214 2,75
Story1 DCon7 Min X 0,000525 43 0,8199 18,0214 2,75
Story1 DCon7 Min Y 0,000291 43 0,8199 18,0214 2,75
Story1 DCon8 Max X 0,000482 43 0,8199 18,0214 2,75
Story1 DCon8 Max Y 0,000275 43 0,8199 18,0214 2,75
Story1 DCon8 Min X 0,000525 43 0,8199 18,0214 2,75
Story1 DCon8 Min Y 0,000291 43 0,8199 18,0214 2,75
Story1 DCon9 Max X 0,000124 19 -1,6009 18,0035 2,75
Story1 DCon9 Max Y 0,000572 43 0,8199 18,0214 2,75
Story1 DCon9 Min X 0,000219 20 -1,3363 15,0278 2,75
Story1 DCon9 Min Y 0,000589 43 0,8199 18,0214 2,75
Story1 DCon10 Max X 0,000124 19 -1,6009 18,0035 2,75
Story1 DCon10 Max Y 0,000572 43 0,8199 18,0214 2,75
Story1 DCon10 Min X 0,000219 20 -1,3363 15,0278 2,75
Story1 DCon10 Min Y 0,000589 43 0,8199 18,0214 2,75
Table 5.3 - Story Forces
Story
Load
Case/Comb
o
Location
P
tonf
VX
tonf
VY
tonf
T
tonf-m
MX
tonf-m
MY
tonf-m
Story6 Dead Top 1,3647 0 0 0 7,3974 -3,9248
Story6 Dead Bottom 1,4244 0,0711 0,0707 0,6572 9,2942 -3,4758
Story6 Live Top 0 0 0 0 0 0
Story6 Live Bottom 0,0158 -0,0007 0,0414 0,184 0,0348 0,0019
Story6
SISMOXX
Max
Top 0 2,8512 1,6105 14,3026 0 0
Story6
SISMOXX
Max
Bottom 0,2906 1,7745 1,0179 12,008 2,4594 2,068
Story6
SISMOXXNE
G Max
Top 0 2,8512 1,6105 14,3026 0 0
Story6
SISMOXXNE
G Max
Bottom 0,2906 1,7745 1,0179 12,008 2,4594 2,068
Story6 SISMOYYNE Top 0 1,3477 3,0569 17,6675 0 0
50. Analysis Results 26/04/2017
Page 50 of 73
Story
Load
Case/Comb
o
Location
P
tonf
VX
tonf
VY
tonf
T
tonf-m
MX
tonf-m
MY
tonf-m
G Max
Story6
SISMOYYNE
G Max
Bottom 0,524 1,1474 1,8348 12,77 4,4465 1,3571
Story6
SISMOYY
Max
Top 0 1,3477 3,0569 17,6675 0 0
Story6
SISMOYY
Max
Bottom 0,524 1,1474 1,8348 12,77 4,4465 1,3571
Story6 Comb1 Top 1,9106 0 0 0 10,3563 -5,4947
Story6 Comb1 Bottom 1,9941 0,0996 0,099 0,92 13,0119 -4,8662
Story6 Comb2 Top 1,6376 0 0 0 8,8769 -4,7097
Story6 Comb2 Bottom 1,7345 0,0842 0,1512 1,083 11,2087 -4,1679
Story6 Comb3 Max Top 1,6376 4,1989 4,6675 31,9701 8,8769 -4,7097
Story6 Comb3 Max Bottom 2,5396 3,0065 2,979 25,7506 18,0937 -0,744
Story6 Comb3 Min Top 1,6376 -4,1989 -4,6675 -31,9701 8,8769 -4,7097
Story6 Comb3 Min Bottom 0,9104 -2,8373 -2,7264 -23,8053 4,282 -7,5942
Story6 Comb3-1 Max Top 1,6376 4,1989 4,6675 31,9701 8,8769 -4,7097
Story6 Comb3-1 Max Bottom 2,5396 3,0065 2,979 25,7506 18,0937 -0,744
Story6 Comb3-1 Min Top 1,6376 -4,1989 -4,6675 -31,9701 8,8769 -4,7097
Story6 Comb3-1 Min Bottom 0,9104 -2,8373 -2,7264 -23,8053 4,282 -7,5942
Story6 DCon1 Top 1,9106 0 0 0 10,3563 -5,4947
Story6 DCon1 Bottom 1,9941 0,0996 0,099 0,92 13,0119 -4,8662
Story6 DCon2 Top 1,6376 0 0 0 8,8769 -4,7097
Story6 DCon2 Bottom 1,7345 0,0842 0,1512 1,083 11,2087 -4,1679
Story6 DCon3 Max Top 1,7741 2,8512 1,6105 14,3026 9,6166 -5,1022
Story6 DCon3 Max Bottom 2,158 1,8662 1,1513 13,0463 14,5767 -2,4487
Story6 DCon3 Min Top 1,7741 -2,8512 -1,6105 -14,3026 9,6166 -5,1022
Story6 DCon3 Min Bottom 1,5769 -1,6828 -0,8846 -10,9696 9,6579 -6,5846
Story6 DCon4 Max Top 1,7741 2,8512 1,6105 14,3026 9,6166 -5,1022
Story6 DCon4 Max Bottom 2,158 1,8662 1,1513 13,0463 14,5767 -2,4487
Story6 DCon4 Min Top 1,7741 -2,8512 -1,6105 -14,3026 9,6166 -5,1022
Story6 DCon4 Min Bottom 1,5769 -1,6828 -0,8846 -10,9696 9,6579 -6,5846
Story6 DCon5 Max Top 1,7741 1,3477 3,0569 17,6675 9,6166 -5,1022
Story6 DCon5 Max Bottom 2,3915 1,2392 1,9682 13,8083 16,5637 -3,1596
Story6 DCon5 Min Top 1,7741 -1,3477 -3,0569 -17,6675 9,6166 -5,1022
Story6 DCon5 Min Bottom 1,3434 -1,0557 -1,7014 -11,7316 7,6708 -5,8738
Story6 DCon6 Max Top 1,7741 1,3477 3,0569 17,6675 9,6166 -5,1022
Story6 DCon6 Max Bottom 2,3915 1,2392 1,9682 13,8083 16,5637 -3,1596
Story6 DCon6 Min Top 1,7741 -1,3477 -3,0569 -17,6675 9,6166 -5,1022
Story6 DCon6 Min Bottom 1,3434 -1,0557 -1,7014 -11,7316 7,6708 -5,8738
Story6 DCon7 Max Top 1,0918 2,8512 1,6105 14,3026 5,9179 -3,1398
Story6 DCon7 Max Bottom 1,43 1,8314 1,0745 12,5337 9,8947 -0,7127
Story6 DCon7 Min Top 1,0918 -2,8512 -1,6105 -14,3026 5,9179 -3,1398
Story6 DCon7 Min Bottom 0,8489 -1,7176 -0,9614 -11,4822 4,976 -4,8487
Story6 DCon8 Max Top 1,0918 2,8512 1,6105 14,3026 5,9179 -3,1398
Story6 DCon8 Max Bottom 1,43 1,8314 1,0745 12,5337 9,8947 -0,7127
Story6 DCon8 Min Top 1,0918 -2,8512 -1,6105 -14,3026 5,9179 -3,1398
Story6 DCon8 Min Bottom 0,8489 -1,7176 -0,9614 -11,4822 4,976 -4,8487
Story6 DCon9 Max Top 1,0918 1,3477 3,0569 17,6675 5,9179 -3,1398
Story6 DCon9 Max Bottom 1,6635 1,2043 1,8914 13,2957 11,8818 -1,4236
Story6 DCon9 Min Top 1,0918 -1,3477 -3,0569 -17,6675 5,9179 -3,1398
Story6 DCon9 Min Bottom 0,6155 -1,0905 -1,7782 -12,2442 2,9889 -4,1378
Story6 DCon10 Max Top 1,0918 1,3477 3,0569 17,6675 5,9179 -3,1398
Story6 DCon10 Max Bottom 1,6635 1,2043 1,8914 13,2957 11,8818 -1,4236
Story6 DCon10 Min Top 1,0918 -1,3477 -3,0569 -17,6675 5,9179 -3,1398
Story6 DCon10 Min Bottom 0,6155 -1,0905 -1,7782 -12,2442 2,9889 -4,1378
Story5 Dead Top -2,7697 0,0708 0,0692 0,6628 -5,17 14,3168
51. Analysis Results 26/04/2017
Page 51 of 73
Story
Load
Case/Comb
o
Location
P
tonf
VX
tonf
VY
tonf
T
tonf-m
MX
tonf-m
MY
tonf-m
Story5 Dead Bottom -4,3676 -0,1006 -0,8343 -1,7063 -28,2482 13,8046
Story5 Live Top 4,5307 -0,0008 0,0399 0,1871 59,0939 -4,7459
Story5 Live Bottom -0,8283 0,0045 -0,1895 -0,4018 -5,3325 3,1122
Story5
SISMOXX
Max
Top 1,4905 7,319 5,1254 83,135 10,6337 3,2402
Story5
SISMOXX
Max
Bottom 0,465 2,0381 1,554 15,0462 4,3832 2,7702
Story5
SISMOXXNE
G Max
Top 1,4905 7,319 5,1254 83,135 10,6337 3,2402
Story5
SISMOXXNE
G Max
Bottom 0,465 2,0381 1,554 15,0462 4,3832 2,7702
Story5
SISMOYYNE
G Max
Top 2,671 5,8832 8,5713 82,6518 19,0483 7,1493
Story5
SISMOYYNE
G Max
Bottom 0,3352 1,1932 1,7605 11,2154 2,3518 2,1822
Story5
SISMOYY
Max
Top 2,671 5,8832 8,5713 82,6518 19,0483 7,1493
Story5
SISMOYY
Max
Bottom 0,3352 1,1932 1,7605 11,2154 2,3518 2,1822
Story5 Comb1 Top -3,8776 0,0991 0,0969 0,9279 -7,2379 20,0435
Story5 Comb1 Bottom -6,1147 -0,1408 -1,1681 -2,3888 -39,5475 19,3264
Story5 Comb2 Top 3,9255 0,0836 0,1469 1,0947 88,3463 9,5867
Story5 Comb2 Bottom -6,5665 -0,1134 -1,3044 -2,6905 -42,4299 21,5449
Story5 Comb3 Max Top 5,3686 13,2863 13,8197 166,7692 82,5719 22,8238
Story5 Comb3 Max Bottom -5,2693 3,1152 2,1238 23,8123 -32,4954 24,6301
Story5 Comb3 Min Top -2,9544 -13,1181 -13,5737 -164,8044 23,208 2,0447
Story5 Comb3 Min Bottom -6,8697 -3,3475 -4,5052 -28,711 -45,9654 14,7252
Story5 Comb3-1 Max Top 5,3686 13,2863 13,8197 166,7692 82,5719 22,8238
Story5 Comb3-1 Max Bottom -5,2693 3,1152 2,1238 23,8123 -32,4954 24,6301
Story5 Comb3-1 Min Top -2,9544 -13,1181 -13,5737 -164,8044 23,208 2,0447
Story5 Comb3-1 Min Bottom -6,8697 -3,3475 -4,5052 -28,711 -45,9654 14,7252
Story5 DCon1 Top -3,8776 0,0991 0,0969 0,9279 -7,2379 20,0435
Story5 DCon1 Bottom -6,1147 -0,1408 -1,1681 -2,3888 -39,5475 19,3264
Story5 DCon2 Top 3,9255 0,0836 0,1469 1,0947 88,3463 9,5867
Story5 DCon2 Bottom -6,5665 -0,1134 -1,3044 -2,6905 -42,4299 21,5449
Story5 DCon3 Max Top 2,4206 7,4102 5,2553 84,1838 63,0066 17,1061
Story5 DCon3 Max Bottom -6,0412 1,9119 0,2798 12,4263 -37,672 23,8283
Story5 DCon3 Min Top -0,5603 -7,2278 -4,9955 -82,0863 41,7393 10,6257
Story5 DCon3 Min Bottom -6,9713 -2,1644 -2,8281 -17,6662 -46,4385 18,2879
Story5 DCon4 Max Top 2,4206 7,4102 5,2553 84,1838 63,0066 17,1061
Story5 DCon4 Max Bottom -6,0412 1,9119 0,2798 12,4263 -37,672 23,8283
Story5 DCon4 Min Top -0,5603 -7,2278 -4,9955 -82,0863 41,7393 10,6257
Story5 DCon4 Min Bottom -6,9713 -2,1644 -2,8281 -17,6662 -46,4385 18,2879
Story5 DCon5 Max Top 3,6012 5,9744 8,7013 83,7005 71,4212 21,0153
Story5 DCon5 Max Bottom -6,1711 1,067 0,4863 8,5954 -39,7034 23,2403
Story5 DCon5 Min Top -1,7409 -5,792 -8,4414 -81,603 33,3247 6,7166
Story5 DCon5 Min Bottom -6,8415 -1,3194 -3,0346 -13,8354 -44,407 18,8759
Story5 DCon6 Max Top 3,6012 5,9744 8,7013 83,7005 71,4212 21,0153
Story5 DCon6 Max Bottom -6,1711 1,067 0,4863 8,5954 -39,7034 23,2403
Story5 DCon6 Min Top -1,7409 -5,792 -8,4414 -81,603 33,3247 6,7166
Story5 DCon6 Min Bottom -6,8415 -1,3194 -3,0346 -13,8354 -44,407 18,8759
Story5 DCon7 Max Top -0,7253 7,3757 5,1808 83,6653 6,4977 14,6936
Story5 DCon7 Max Bottom -3,0291 1,9577 0,8865 13,6812 -18,2154 13,8138
Story5 DCon7 Min Top -3,7062 -7,2624 -5,07 -82,6048 -14,7696 8,2132
Story5 DCon7 Min Bottom -3,9591 -2,1186 -2,2214 -16,4112 -26,9818 8,2734
Story5 DCon8 Max Top -0,7253 7,3757 5,1808 83,6653 6,4977 14,6936
Story5 DCon8 Max Bottom -3,0291 1,9577 0,8865 13,6812 -18,2154 13,8138
Story5 DCon8 Min Top -3,7062 -7,2624 -5,07 -82,6048 -14,7696 8,2132
52. Analysis Results 26/04/2017
Page 52 of 73
Story
Load
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Location
P
tonf
VX
tonf
VY
tonf
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tonf-m
MX
tonf-m
MY
tonf-m
Story5 DCon8 Min Bottom -3,9591 -2,1186 -2,2214 -16,4112 -26,9818 8,2734
Story5 DCon9 Max Top 0,4553 5,9398 8,6267 83,182 14,9123 18,6027
Story5 DCon9 Max Bottom -3,1589 1,1127 1,093 9,8504 -20,2468 13,2259
Story5 DCon9 Min Top -4,8868 -5,8266 -8,516 -82,1215 -23,1842 4,3041
Story5 DCon9 Min Bottom -3,8293 -1,2736 -2,428 -12,5804 -24,9504 8,8614
Story5 DCon10 Max Top 0,4553 5,9398 8,6267 83,182 14,9123 18,6027
Story5 DCon10 Max Bottom -3,1589 1,1127 1,093 9,8504 -20,2468 13,2259
Story5 DCon10 Min Top -4,8868 -5,8266 -8,516 -82,1215 -23,1842 4,3041
Story5 DCon10 Min Bottom -3,8293 -1,2736 -2,428 -12,5804 -24,9504 8,8614
Story4 Dead Top 44,5027 -0,1717 -0,905 -2,3634 143,6604 -152,9102
Story4 Dead Bottom 14,8974 1,0724 -2,2999 -4,5006 103,8104 -32,4559
Story4 Live Top 9,6205 0,0052 -0,2309 -0,5859 31,149 -34,8294
Story4 Live Bottom 2,6785 0,091 -0,6134 -0,8939 18,6172 -6,435
Story4
SISMOXX
Max
Top 0,549 17,6287 4,7285 31,0619 4,4438 5,5013
Story4
SISMOXX
Max
Bottom 0,7968 10,6222 3,5302 31,4395 7,921 12,3921
Story4
SISMOXXNE
G Max
Top 0,549 17,6287 4,7285 31,0619 4,4438 5,5013
Story4
SISMOXXNE
G Max
Bottom 0,7968 10,6222 3,5302 31,4395 7,921 12,3921
Story4
SISMOYYNE
G Max
Top 0,7711 2,8242 10,4513 45,5235 2,4146 4,4411
Story4
SISMOYYNE
G Max
Bottom 1,5461 2,3845 10,6289 45,9586 17,5759 3,4233
Story4
SISMOYY
Max
Top 0,7711 2,8242 10,4513 45,5235 2,4146 4,4411
Story4
SISMOYY
Max
Bottom 1,5461 2,3845 10,6289 45,9586 17,5759 3,4233
Story4 Comb1 Top 62,3038 -0,2404 -1,2671 -3,3088 201,1245 -214,0742
Story4 Comb1 Bottom 20,8564 1,5014 -3,2199 -6,3009 145,3346 -45,4382
Story4 Comb2 Top 68,7961 -0,1976 -1,4556 -3,7735 222,2308 -239,2193
Story4 Comb2 Bottom 22,1626 1,4325 -3,7413 -6,8309 154,36 -49,243
Story4 Comb3 Max Top 64,3439 20,2521 13,8628 73,1634 210,3998 -208,3792
Story4 Comb3 Max Bottom 22,8983 14,3846 10,7858 71,1035 168,6865 -29,5666
Story4 Comb3 Min Top 61,7037 -20,6537 -16,4968 -80,0074 196,6831 -228,2641
Story4 Comb3 Min Bottom 18,2125 -11,6288 -17,5324 -83,6927 117,6928 -61,1974
Story4 Comb3-1 Max Top 64,3439 20,2521 13,8628 73,1634 210,3998 -208,3792
Story4 Comb3-1 Max Bottom 22,8983 14,3846 10,7858 71,1035 168,6865 -29,5666
Story4 Comb3-1 Min Top 61,7037 -20,6537 -16,4968 -80,0074 196,6831 -228,2641
Story4 Comb3-1 Min Bottom 18,2125 -11,6288 -17,5324 -83,6927 117,6928 -61,1974
Story4 DCon1 Top 62,3038 -0,2404 -1,2671 -3,3088 201,1245 -214,0742
Story4 DCon1 Bottom 20,8564 1,5014 -3,2199 -6,3009 145,3346 -45,4382
Story4 DCon2 Top 68,7961 -0,1976 -1,4556 -3,7735 222,2308 -239,2193
Story4 DCon2 Bottom 22,1626 1,4325 -3,7413 -6,8309 154,36 -49,243
Story4 DCon3 Max Top 68,0231 17,4107 3,321 27,4036 222,3513 -228,1113
Story4 DCon3 Max Bottom 22,842 12,1073 -0,0731 24,6948 161,4917 -36,2355
Story4 DCon3 Min Top 66,9251 -17,8466 -6,136 -34,7202 213,4637 -239,114
Story4 DCon3 Min Bottom 21,2483 -9,137 -7,1335 -38,1841 145,6497 -61,0198
Story4 DCon4 Max Top 68,0231 17,4107 3,321 27,4036 222,3513 -228,1113
Story4 DCon4 Max Bottom 22,842 12,1073 -0,0731 24,6948 161,4917 -36,2355
Story4 DCon4 Min Top 66,9251 -17,8466 -6,136 -34,7202 213,4637 -239,114
Story4 DCon4 Min Bottom 21,2483 -9,137 -7,1335 -38,1841 145,6497 -61,0198
Story4 DCon5 Max Top 68,2452 2,6062 9,0438 41,8652 220,3221 -229,1715
Story4 DCon5 Max Bottom 23,5913 3,8697 7,0256 39,2139 171,1466 -45,2043
Story4 DCon5 Min Top 66,703 -3,0421 -11,8588 -49,1818 215,4929 -238,0538
Story4 DCon5 Min Bottom 20,4991 -0,8994 -14,2322 -52,7033 135,9948 -52,0509
Story4 DCon6 Max Top 68,2452 2,6062 9,0438 41,8652 220,3221 -229,1715
53. Analysis Results 26/04/2017
Page 53 of 73
Story
Load
Case/Comb
o
Location
P
tonf
VX
tonf
VY
tonf
T
tonf-m
MX
tonf-m
MY
tonf-m
Story4 DCon6 Max Bottom 23,5913 3,8697 7,0256 39,2139 171,1466 -45,2043
Story4 DCon6 Min Top 66,703 -3,0421 -11,8588 -49,1818 215,4929 -238,0538
Story4 DCon6 Min Bottom 20,4991 -0,8994 -14,2322 -52,7033 135,9948 -52,0509
Story4 DCon7 Max Top 36,1512 17,4913 4,0045 29,1712 119,3721 -116,8268
Story4 DCon7 Max Bottom 12,7147 11,4801 1,6903 27,839 90,9693 -13,5726
Story4 DCon7 Min Top 35,0532 -17,766 -5,4525 -32,9526 110,4845 -127,8295
Story4 DCon7 Min Bottom 11,1211 -9,7642 -5,3701 -35,04 75,1273 -38,3568
Story4 DCon8 Max Top 36,1512 17,4913 4,0045 29,1712 119,3721 -116,8268
Story4 DCon8 Max Bottom 12,7147 11,4801 1,6903 27,839 90,9693 -13,5726
Story4 DCon8 Min Top 35,0532 -17,766 -5,4525 -32,9526 110,4845 -127,8295
Story4 DCon8 Min Bottom 11,1211 -9,7642 -5,3701 -35,04 75,1273 -38,3568
Story4 DCon9 Max Top 36,3733 2,6868 9,7273 43,6328 117,3429 -117,887
Story4 DCon9 Max Bottom 13,464 3,2425 8,789 42,3581 100,6242 -22,5414
Story4 DCon9 Min Top 34,8311 -2,9615 -11,1753 -47,4142 112,5137 -126,7692
Story4 DCon9 Min Bottom 10,3718 -1,5266 -12,4688 -49,5591 65,4724 -29,388
Story4 DCon10 Max Top 36,3733 2,6868 9,7273 43,6328 117,3429 -117,887
Story4 DCon10 Max Bottom 13,464 3,2425 8,789 42,3581 100,6242 -22,5414
Story4 DCon10 Min Top 34,8311 -2,9615 -11,1753 -47,4142 112,5137 -126,7692
Story4 DCon10 Min Bottom 10,3718 -1,5266 -12,4688 -49,5591 65,4724 -29,388
Story3 Dead Top 62,1358 0,0477 -1,2162 -14,5989 693,2522 -104,6699
Story3 Dead Bottom -1,3862 -1,7174 -1,3773 7,562 -7,8774 8,1696
Story3 Live Top 16,8188 0,0693 -0,0912 -2,1312 189,9502 -31,3669
Story3 Live Bottom -0,3284 -0,1441 -0,2796 0,1374 -1,8745 1,7241
Story3
SISMOXX
Max
Top 3,6898 5,5592 0,984 24,5843 37,5083 25,0145
Story3
SISMOXX
Max
Bottom 0,0201 5,807 1,7899 10,1323 1,2414 3,6295
Story3
SISMOXXNE
G Max
Top 3,6898 5,5592 0,984 24,5843 37,5083 25,0145
Story3
SISMOXXNE
G Max
Bottom 0,0201 5,807 1,7899 10,1323 1,2414 3,6295
Story3
SISMOYYNE
G Max
Top 8,2461 2,1877 2,9843 37,6535 82,9331 14,4743
Story3
SISMOYYNE
G Max
Bottom 0,0094 0,7856 2,0406 7,7827 0,8265 0,5213
Story3
SISMOYY
Max
Top 8,2461 2,1877 2,9843 37,6535 82,9331 14,4743
Story3
SISMOYY
Max
Bottom 0,0094 0,7856 2,0406 7,7827 0,8265 0,5213
Story3 Comb1 Top 86,9901 0,0667 -1,7027 -20,4384 970,5531 -146,5378
Story3 Comb1 Bottom -1,9407 -2,4043 -1,9282 10,5869 -11,0283 11,4374
Story3 Comb2 Top 101,4731 0,1681 -1,6053 -20,9285 1135,823 -175,7909
Story3 Comb2 Bottom -2,189 -2,2914 -2,1001 9,2944 -12,4521 12,562
Story3 Comb3 Max Top 103,3176 7,8734 2,4177 42,588 1142,2942 -117,482
Story3 Comb3 Max Bottom -1,9625 4,3877 1,8981 27,1269 -9,2594 15,6783
Story3 Comb3 Min Top 79,4459 -7,6204 -5,5189 -81,8875 901,4115 -196,4595
Story3 Comb3 Min Bottom -2,0213 -8,7976 -5,7628 -8,7031 -13,3953 7,3768
Story3 Comb3-1 Max Top 103,3176 7,8734 2,4177 42,588 1142,2942 -117,482
Story3 Comb3-1 Max Bottom -1,9625 4,3877 1,8981 27,1269 -9,2594 15,6783
Story3 Comb3-1 Min Top 79,4459 -7,6204 -5,5189 -81,8875 901,4115 -196,4595
Story3 Comb3-1 Min Bottom -2,0213 -8,7976 -5,7628 -8,7031 -13,3953 7,3768
Story3 DCon1 Top 86,9901 0,0667 -1,7027 -20,4384 970,5531 -146,5378
Story3 DCon1 Bottom -1,9407 -2,4043 -1,9282 10,5869 -11,0283 11,4374
Story3 DCon2 Top 101,4731 0,1681 -1,6053 -20,9285 1135,823 -175,7909
Story3 DCon2 Bottom -2,189 -2,2914 -2,1001 9,2944 -12,4521 12,562
Story3 DCon3 Max Top 101,2851 5,6905 -0,6882 3,4746 1128,6863 -142,4232
Story3 DCon3 Max Bottom -2,1105 3,4303 -0,2802 20,1004 -10,8737 15,974
Story3 DCon3 Min Top 93,9056 -5,428 -2,6563 -45,694 1053,6698 -192,4522
54. Analysis Results 26/04/2017
Page 54 of 73
Story
Load
Case/Comb
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Location
P
tonf
VX
tonf
VY
tonf
T
tonf-m
MX
tonf-m
MY
tonf-m
Story3 DCon3 Min Bottom -2,1506 -8,1837 -3,86 -0,1642 -13,3565 8,7151
Story3 DCon4 Max Top 101,2851 5,6905 -0,6882 3,4746 1128,6863 -142,4232
Story3 DCon4 Max Bottom -2,1105 3,4303 -0,2802 20,1004 -10,8737 15,974
Story3 DCon4 Min Top 93,9056 -5,428 -2,6563 -45,694 1053,6698 -192,4522
Story3 DCon4 Min Bottom -2,1506 -8,1837 -3,86 -0,1642 -13,3565 8,7151
Story3 DCon5 Max Top 105,8414 2,3189 1,312 16,5438 1174,1112 -152,9635
Story3 DCon5 Max Bottom -2,1211 -1,5911 -0,0295 17,7508 -11,2886 12,8658
Story3 DCon5 Min Top 89,3493 -2,0564 -4,6565 -58,7631 1008,245 -181,912
Story3 DCon5 Min Bottom -2,1399 -3,1624 -4,1107 2,1854 -12,9416 11,8232
Story3 DCon6 Max Top 105,8414 2,3189 1,312 16,5438 1174,1112 -152,9635
Story3 DCon6 Max Bottom -2,1211 -1,5911 -0,0295 17,7508 -11,2886 12,8658
Story3 DCon6 Min Top 89,3493 -2,0564 -4,6565 -58,7631 1008,245 -181,912
Story3 DCon6 Min Bottom -2,1399 -3,1624 -4,1107 2,1854 -12,9416 11,8232
Story3 DCon7 Max Top 53,3984 5,5974 0,0111 12,9052 592,11 -58,7214
Story3 DCon7 Max Bottom -1,0889 4,4331 0,688 16,1819 -5,0605 10,1651
Story3 DCon7 Min Top 46,0188 -5,5211 -1,957 -36,2634 517,0935 -108,7504
Story3 DCon7 Min Bottom -1,129 -7,1809 -2,8917 -4,0826 -7,5433 2,9062
Story3 DCon8 Max Top 53,3984 5,5974 0,0111 12,9052 592,11 -58,7214
Story3 DCon8 Max Bottom -1,0889 4,4331 0,688 16,1819 -5,0605 10,1651
Story3 DCon8 Min Top 46,0188 -5,5211 -1,957 -36,2634 517,0935 -108,7504
Story3 DCon8 Min Bottom -1,129 -7,1809 -2,8917 -4,0826 -7,5433 2,9062
Story3 DCon9 Max Top 57,9547 2,2258 2,0113 25,9744 637,5349 -69,2616
Story3 DCon9 Max Bottom -1,0996 -0,5883 0,9387 13,8323 -5,4754 7,057
Story3 DCon9 Min Top 41,4626 -2,1495 -3,9572 -49,3325 471,6687 -98,2102
Story3 DCon9 Min Bottom -1,1184 -2,1595 -3,1424 -1,7331 -7,1284 6,0144
Story3 DCon10 Max Top 57,9547 2,2258 2,0113 25,9744 637,5349 -69,2616
Story3 DCon10 Max Bottom -1,0996 -0,5883 0,9387 13,8323 -5,4754 7,057
Story3 DCon10 Min Top 41,4626 -2,1495 -3,9572 -49,3325 471,6687 -98,2102
Story3 DCon10 Min Bottom -1,1184 -2,1595 -3,1424 -1,7331 -7,1284 6,0144
Story2 Dead Top 71,9829 -3,0226 0,0341 9,7962 179,9453 -287,6325
Story2 Dead Bottom 1,8982 -2,6515 0,2024 11,435 10,8456 -19,5977
Story2 Live Top 11,0346 -0,29 0,0689 0,5005 33,2366 -58,232
Story2 Live Bottom 0,227 -0,1957 0,1977 0,4739 1,0448 -3,026
Story2
SISMOXX
Max
Top 0,9957 12,4578 1,5596 8,9552 1,6634 25,8443
Story2
SISMOXX
Max
Bottom 3,9355 12,0888 1,8971 12,2286 31,1287 0,5958
Story2
SISMOXXNE
G Max
Top 0,9957 12,4578 1,5596 8,9552 1,6634 25,8443
Story2
SISMOXXNE
G Max
Bottom 3,9355 12,0888 1,8971 12,2286 31,1287 0,5958
Story2
SISMOYYNE
G Max
Top 2,2613 1,7417 0,5172 3,4093 4,5692 9,7672
Story2
SISMOYYNE
G Max
Bottom 0,5467 1,6919 0,7265 3,597 4,3463 0,3631
Story2
SISMOYY
Max
Top 2,2613 1,7417 0,5172 3,4093 4,5692 9,7672
Story2
SISMOYY
Max
Bottom 0,5467 1,6919 0,7265 3,597 4,3463 0,3631
Story2 Comb1 Top 100,776 -4,2316 0,0478 13,7147 251,9234 -402,6855
Story2 Comb1 Bottom 2,6575 -3,7121 0,2834 16,009 15,1839 -27,4367
Story2 Comb2 Top 104,0348 -4,091 0,1512 12,5563 269,1128 -438,3302
Story2 Comb2 Bottom 2,641 -3,4949 0,5593 14,4803 14,6865 -28,3588
Story2 Comb3 Max Top 100,6711 10,2824 2,1866 24,6206 255,4035 -367,7795
Story2 Comb3 Max Bottom 6,987 10,4032 3,0643 30,0215 49,5347 -25,5843
Story2 Comb3 Min Top 94,157 -18,1165 -1,9669 -0,1085 242,9383 -439,0025
Story2 Comb3 Min Bottom -1,9773 -17,1582 -2,183 -1,6297 -21,4155 -27,5021
Story2 Comb3-1 Max Top 100,6711 10,2824 2,1866 24,6206 255,4035 -367,7795
