Reporte de El Mezaninne Optimizado
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Project Report Model File: mezaninne 1.0, Revision 0 21 Aug 2015
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Transcript of Reporte de El Mezaninne Optimizado
Project ReportModel File: mezaninne 1.0, Revision 0
21 Aug 2015
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 5
1.5 Area Connectivity 7
1.6 Mass 7
2. Properties 9
2.1 Materials 9
2.2 Frame Sections 9
2.3 Shell Sections 10
2.4 Reinforcement Sizes 10
3. Assignments 11
3.1 Joint Assignments 11
3.2 Frame Assignments 12
3.3 Shell Assignments 14
4. Loads 15
4.1 Load Patterns 15
4.2 Auto Wind Loading 15
4.2.1 Auto Seismic Loading 15
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 6
Table 1.6 Beam Connectivity Data 6
Table 1.7 Floor Connectivity Data 7
Table 1.8 Mass Source 7
Table 1.9 Centers of Mass and Rigidity 7
Table 1.10 Mass Summary by Diaphragm 8
Table 1.11 Mass Summary by Story 8
Table 2.1 Material Properties - Summary 9
Table 2.2 Frame Sections - Summary 9
Table 2.3 Shell Sections - Summary 10
Table 2.4 Reinforcing Bar Sizes 10
Table 3.1 Joint Assignments - Summary 11
Table 3.2 Frame Assignments - Summary 12
Table 3.3 Shell Assignments - Summary 14
Table 4.1 Load Patterns 15
Table 4.2 Shell Loads - Uniform 15
Table 4.3 Load Cases - Summary 15
Table 4.4 Load Combinations 15
Table 4.5 Base Reactions 16
Table 4.6 Centers of Mass and Rigidity 16
Table 4.7 Diaphragm Center of Mass Displacements 16
Table 4.8 Story Forces 16
Table 4.9 Joint Reactions 17
Table 4.10 Modal Periods and Frequencies 20
Table 4.11 Modal Participating Mass Ratios 20
Table 4.12 Modal Load Participation Ratios 21
Table 4.13 Modal Direction Factors 21
Structure Data 21 Aug 2015
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
NameHeight
mm
Elevationmm
Master Story
Similar To
Splice Story
Story1 3000 3000 Yes None No
Base 0 0 No None No
1.2 Grid Data
Table 1.2 - Grid Systems
Name TypeStory Range
X Origin
m
Y Origin
m
Rotation
deg
Bubble Sizemm
Color
G1 Cartesian Default 0 0 0 1250 ffa0a0a0
Table 1.3 - Grid Lines
Grid System
Grid Directio
nGrid ID Visible
Bubble Locatio
n
Ordinatem
G1 X A Yes End 0
G1 X B Yes End 5.6
G1 Y 1 Yes Start 0
G1 Y 2 Yes Start 4.15
G1 Y 3 Yes Start 8.3
G1 Y 4 Yes Start 12.45
G1 Y 5 Yes Start 16.6
G1 Y 6 Yes Start 20.75
1.3 Point Coordinates
Table 1.4 - Joint Coordinates Data
LabelX
mmY
mm
ΔZ Below
mm1 0 0 0
2 0 4150 0
3 0 8300 0
4 0 12450 0
5 0 16600 0
6 0 20750 0
7 5600 0 0
8 5600 4150 0
9 5600 8300 0
10 5600 12450 0
11 5600 16600 0
12 5600 20750 0
13 700 0 0
14 700 4150 0
15 1400 0 0
16 1400 4150 0
17 2100 0 0
Page 4 of 20
Structure Data 21 Aug 2015
LabelX
mmY
mm
ΔZ Below
mm18 2100 4150 0
19 2800 0 0
20 2800 4150 0
21 3500 0 0
22 3500 4150 0
23 4200 0 0
24 4200 4150 0
25 4900 0 0
26 4900 4150 0
27 700 8300 0
28 1400 8300 0
29 2100 8300 0
30 2800 8300 0
31 3500 8300 0
32 4200 8300 0
33 4900 8300 0
34 700 12450 0
35 1400 12450 0
36 2100 12450 0
37 2800 12450 0
38 3500 12450 0
39 4200 12450 0
40 4900 12450 0
41 700 16600 0
42 1400 16600 0
43 2100 16600 0
44 2800 16600 0
45 3500 16600 0
46 4200 16600 0
47 4900 16600 0
48 700 20750 0
49 1400 20750 0
50 2100 20750 0
51 2800 20750 0
52 3500 20750 0
53 4200 20750 0
54 4900 20750 0
1.4 Line Connectivity
Table 1.5 - Column Connectivity Data
ColumnI-End Point
J-End Point
I-End Story
C1 1 1 Below
C2 2 2 Below
C3 3 3 Below
C4 4 4 Below
C5 5 5 Below
C6 6 6 Below
C7 7 7 Below
C8 8 8 Below
C9 9 9 Below
C10 10 10 Below
C11 11 11 Below
C12 12 12 Below
Page 5 of 20
Structure Data 21 Aug 2015
Table 1.6 - Beam Connectivity Data
BeamI-End Point
J-End Point
Curve Type
B1 1 7 None
B2 2 8 None
B3 3 9 None
B4 4 10 None
B5 5 11 None
B6 6 12 None
B7 1 2 None
B8 2 3 None
B9 3 4 None
B10 4 5 None
B11 5 6 None
B12 7 8 None
B13 8 9 None
B14 9 10 None
B15 10 11 None
B16 11 12 None
B17 13 14 None
B18 15 16 None
B19 17 18 None
B20 19 20 None
B21 21 22 None
B22 23 24 None
B23 25 26 None
B24 14 27 None
B25 16 28 None
B26 18 29 None
B27 20 30 None
B28 22 31 None
B29 24 32 None
B30 26 33 None
B31 27 34 None
B32 28 35 None
B33 29 36 None
B34 30 37 None
B35 31 38 None
B36 32 39 None
B37 33 40 None
B38 34 41 None
B39 35 42 None
B40 36 43 None
B41 37 44 None
B42 38 45 None
B43 39 46 None
B44 40 47 None
B45 41 48 None
B46 42 49 None
B47 43 50 None
B48 44 51 None
B49 45 52 None
B50 46 53 None
B51 47 54 None
1.5 Area Connectivity
Page 6 of 20
Structure Data 21 Aug 2015
Table 1.7 - Floor Connectivity Data
FloorNumber
of Edges
Edge Number
Point 1 Point 2Curve Type
F1 4 1 1 7 None
2 7 12 None
3 12 6 None
4 6 1 None
1.6 Mass
Table 1.8 - Mass Source
Mass From
Lateral Only
Lump at
StoriesElements Yes Yes
Table 1.9 - Centers of Mass and Rigidity
StoryDiaphragm
Mass Xkg
Mass Ykg
XCMm
YCMm
Cumulative X
kg
Cumulative Y
kg
XCCMm
YCCMm
XCRm
YCRm
Story1 D147829.6
147829.6
12.8 10.375
47829.61
47829.61
2.8 10.375
Table 1.10 - Mass Summary by Diaphragm
StoryDiaphra
gmMass X
kgMass Y
kg
Mass Momen
t of Inertiatonf-m-
s²
X Mass Center
m
Y Mass Center
m
Story1 D1 47829.61 47829.61 211.9323 2.8 10.375
Table 1.11 - Mass Summary by Story
StoryUXkg
UYkg
UZkg
Story1 47829.61 47829.61 0
Base 2570.43 2570.43 0
Page 7 of 20
Properties 21 Aug 2015
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 TypeE
kgf/mm²
νUnit
Weightkgf/m³
Design Strengths
4000Psi Concrete 2534.56 0.2 2402.77 Fc=2.81 kgf/mm²A615Gr6
0Rebar 20389.02 0.3 7849.05
Fy=42.18 kgf/mm², Fu=63.28 kgf/mm²
A992Fy50
Steel 20389.02 0.3 7849.05Fy=35.15 kgf/mm², Fu=45.7 kgf/mm²
2.2 Frame Sections
Table 2.2 - Frame Sections - Summary
Name Material Shape
A-LatBmA992Fy5
0Auto
Select
A-LatColA992Fy5
0Auto
Select
W10X12A992Fy5
0I/Wide Flange
W12X106
A992Fy50
I/Wide Flange
W12X120
A992Fy50
I/Wide Flange
W12X136
A992Fy50
I/Wide Flange
W12X152
A992Fy50
I/Wide Flange
W12X170
A992Fy50
I/Wide Flange
W12X190
A992Fy50
I/Wide Flange
W12X210
A992Fy50
I/Wide Flange
W12X96A992Fy5
0I/Wide Flange
W14X132
A992Fy50
I/Wide Flange
W14X145
A992Fy50
I/Wide Flange
W14X159
A992Fy50
I/Wide Flange
W14X176
A992Fy50
I/Wide Flange
W14X193
A992Fy50
I/Wide Flange
W14X211A992Fy5
0I/Wide Flange
W14X233
A992Fy50
I/Wide Flange
W14X257
A992Fy50
I/Wide Flange
W14X283
A992Fy50
I/Wide Flange
W14X311A992Fy5
0I/Wide Flange
W14X342
A992Fy50
I/Wide Flange
W14X370
A992Fy50
I/Wide Flange
W14X398
A992Fy50
I/Wide Flange
W14X426
A992Fy50
I/Wide Flange
W14X455
A992Fy50
I/Wide Flange
Page 8 of 20
Properties 21 Aug 2015
Name Material ShapeW14X50
0A992Fy5
0I/Wide Flange
W18X50A992Fy5
0I/Wide Flange
W18X55A992Fy5
0I/Wide Flange
W18X60A992Fy5
0I/Wide Flange
W21X55A992Fy5
0I/Wide Flange
W21X57A992Fy5
0I/Wide Flange
W21X62A992Fy5
0I/Wide Flange
W21X68A992Fy5
0I/Wide Flange
W24X62A992Fy5
0I/Wide Flange
W24X76A992Fy5
0I/Wide Flange
W24X84A992Fy5
0I/Wide Flange
W24X94A992Fy5
0I/Wide Flange
W27X102
A992Fy50
I/Wide Flange
W27X114A992Fy5
0I/Wide Flange
W27X129
A992Fy50
I/Wide Flange
W27X94A992Fy5
0I/Wide Flange
W30X108
A992Fy50
I/Wide Flange
W30X116A992Fy5
0I/Wide Flange
W30X124
A992Fy50
I/Wide Flange
W30X132
A992Fy50
I/Wide Flange
W33X130
A992Fy50
I/Wide Flange
W33X141
A992Fy50
I/Wide Flange
W33X152
A992Fy50
I/Wide Flange
W36X150
A992Fy50
I/Wide Flange
W36X160
A992Fy50
I/Wide Flange
W36X170
A992Fy50
I/Wide Flange
W36X182
A992Fy50
I/Wide Flange
2.3 Shell Sections
Table 2.3 - Shell Sections - Summary
NameDesign Type
Element Type
Material
Total Thickne
ssmm
Deck Material
Deck Depthmm
Deck1 DeckMembran
e4000Psi 87.5
A992Fy50
75
2.4 Reinforcement Sizes
Table 2.4 - Reinforcing Bar Sizes
Page 9 of 20
Properties 21 Aug 2015
NameDiamet
ermm
Areamm²
10 10 79
20 20 314
Page 10 of 20
Assignments 21 Aug 2015
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 LabelUnique Name
Diaphragm
Restraints
Story1 1 2From Area
Story1 2 4From Area
Story1 3 6From Area
Story1 4 8From Area
Story1 5 10From Area
Story1 6 12From Area
Story1 7 14From Area
Story1 8 16From Area
Story1 9 18From Area
Story1 10 20From Area
Story1 11 22From Area
Story1 12 24From Area
Story1 13 25From Area
Story1 14 26From Area
Story1 15 27From Area
Story1 16 28From Area
Story1 17 29From Area
Story1 18 30From Area
Story1 19 31From Area
Story1 20 32From Area
Story1 21 33From Area
Story1 22 34From Area
Story1 23 35From Area
Story1 24 36From Area
Story1 25 37From Area
Story1 26 38From Area
Story1 27 39From Area
Story1 28 40From Area
Story1 29 41From Area
Story1 30 42From Area
Story1 31 43From Area
Story1 32 44From Area
Story1 33 45From Area
Page 11 of 20
Assignments 21 Aug 2015
Story LabelUnique Name
Diaphragm
Restraints
Story1 34 46From Area
Story1 35 47From Area
Story1 36 48From Area
Story1 37 49From Area
Story1 38 50From Area
Story1 39 51From Area
Story1 40 52From Area
Story1 41 53From Area
Story1 42 54From Area
Story1 43 55From Area
Story1 44 56From Area
Story1 45 57From Area
Story1 46 58From Area
Story1 47 59From Area
Story1 48 60From Area
Story1 49 61From Area
Story1 50 62From Area
Story1 51 63From Area
Story1 52 64From Area
Story1 53 65From Area
Story1 54 66From Area
Base 1 1From Area
UX; UY; UZ
Base 2 3From Area
UX; UY; UZ
Base 3 5From Area
UX; UY; UZ
Base 4 7From Area
UX; UY; UZ
Base 5 9From Area
UX; UY; UZ
Base 6 11From Area
UX; UY; UZ
Base 7 13From Area
UX; UY; UZ
Base 8 15From Area
UX; UY; UZ
Base 9 17From Area
UX; UY; UZ
Base 10 19From Area
UX; UY; UZ
Base 11 21From Area
UX; UY; UZ
Base 12 23From Area
UX; UY; UZ
3.2 Frame Assignments
Table 3.2 - Frame Assignments - Summary
Page 12 of 20
Assignments 21 Aug 2015
Story LabelUnique Name
Design Type
Lengthmm
Auto Select
Analysis
Section
Design Section
Max Station Spacin
gmm
Min Number Station
s
Releases
Story1 C1 1 Column 3000 A-LatCol W12X96 W12X96 3 No
Story1 C2 2 Column 3000 A-LatCol W12X96 W12X96 3 No
Story1 C3 3 Column 3000 A-LatCol W12X96 W12X96 3 No
Story1 C4 4 Column 3000 A-LatCol W12X96 W12X96 3 No
Story1 C5 5 Column 3000 A-LatCol W12X96 W12X96 3 No
Story1 C6 6 Column 3000 A-LatCol W12X96 W12X96 3 No
Story1 C7 7 Column 3000 A-LatCol W12X96 W12X96 3 No
Story1 C8 8 Column 3000 A-LatCol W12X96 W12X96 3 No
Story1 C9 9 Column 3000 A-LatCol W12X96 W12X96 3 No
Story1 C10 10 Column 3000 A-LatCol W12X96 W12X96 3 No
Story1 C11 11 Column 3000 A-LatCol W12X96 W12X96 3 No
Story1 C12 12 Column 3000 A-LatCol W12X96 W12X96 3 No
Story1 B1 13 Beam 5600 W24X76 W24X76 500 No
Story1 B2 14 Beam 5600 W24X76 W24X76 500 No
Story1 B3 15 Beam 5600 W24X76 W24X76 500 No
Story1 B4 16 Beam 5600 W24X76 W24X76 500 No
Story1 B5 17 Beam 5600 W24X76 W24X76 500 No
Story1 B6 18 Beam 5600 W24X76 W24X76 500 No
Story1 B7 19 Beam 4150 A-LatBm W18X50 W18X50 500 No
Story1 B8 20 Beam 4150 A-LatBm W18X50 W18X50 500 No
Story1 B9 21 Beam 4150 A-LatBm W18X50 W18X50 500 No
Story1 B10 22 Beam 4150 A-LatBm W18X50 W18X50 500 No
Story1 B11 23 Beam 4150 A-LatBm W18X50 W18X50 500 No
Story1 B12 24 Beam 4150 A-LatBm W18X50 W18X50 500 No
Story1 B13 25 Beam 4150 A-LatBm W18X50 W18X50 500 No
Story1 B14 26 Beam 4150 A-LatBm W18X50 W18X50 500 No
Story1 B15 27 Beam 4150 A-LatBm W18X50 W18X50 500 No
Story1 B16 28 Beam 4150 A-LatBm W18X50 W18X50 500 No
Story1 B17 29 Beam 4150 W10X12 W10X12 500 Yes
Story1 B18 30 Beam 4150 W10X12 W10X12 500 Yes
Story1 B19 31 Beam 4150 W10X12 W10X12 500 Yes
Story1 B20 32 Beam 4150 W10X12 W10X12 500 Yes
Story1 B21 33 Beam 4150 W10X12 W10X12 500 Yes
Story1 B22 34 Beam 4150 W10X12 W10X12 500 Yes
Story1 B23 35 Beam 4150 W10X12 W10X12 500 Yes
Story1 B24 36 Beam 4150 W10X12 W10X12 500 Yes
Story1 B25 37 Beam 4150 W10X12 W10X12 500 Yes
Story1 B26 38 Beam 4150 W10X12 W10X12 500 Yes
Story1 B27 39 Beam 4150 W10X12 W10X12 500 Yes
Story1 B28 40 Beam 4150 W10X12 W10X12 500 Yes
Story1 B29 41 Beam 4150 W10X12 W10X12 500 Yes
Story1 B30 42 Beam 4150 W10X12 W10X12 500 Yes
Story1 B31 43 Beam 4150 W10X12 W10X12 500 Yes
Story1 B32 44 Beam 4150 W10X12 W10X12 500 Yes
Story1 B33 45 Beam 4150 W10X12 W10X12 500 Yes
Story1 B34 46 Beam 4150 W10X12 W10X12 500 Yes
Story1 B35 47 Beam 4150 W10X12 W10X12 500 Yes
Story1 B36 48 Beam 4150 W10X12 W10X12 500 Yes
Story1 B37 49 Beam 4150 W10X12 W10X12 500 Yes
Story1 B38 50 Beam 4150 W10X12 W10X12 500 Yes
Story1 B39 51 Beam 4150 W10X12 W10X12 500 Yes
Story1 B40 52 Beam 4150 W10X12 W10X12 500 Yes
Story1 B41 53 Beam 4150 W10X12 W10X12 500 Yes
Story1 B42 54 Beam 4150 W10X12 W10X12 500 Yes
Page 13 of 20
Assignments 21 Aug 2015
Story LabelUnique Name
Design Type
Lengthmm
Auto Select
Analysis
Section
Design Section
Max Station Spacin
gmm
Min Number Station
s
Releases
Story1 B43 55 Beam 4150 W10X12 W10X12 500 Yes
Story1 B44 56 Beam 4150 W10X12 W10X12 500 Yes
Story1 B45 57 Beam 4150 W10X12 W10X12 500 Yes
Story1 B46 58 Beam 4150 W10X12 W10X12 500 Yes
Story1 B47 59 Beam 4150 W10X12 W10X12 500 Yes
Story1 B48 60 Beam 4150 W10X12 W10X12 500 Yes
Story1 B49 61 Beam 4150 W10X12 W10X12 500 Yes
Story1 B50 62 Beam 4150 W10X12 W10X12 500 Yes
Story1 B51 63 Beam 4150 W10X12 W10X12 500 Yes
3.3 Shell Assignments
Table 3.3 - Shell Assignments - Summary
Story LabelUnique Name
SectionDiaphra
gmStory1 F1 1 Deck1 D1
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 Multipli
erDead Dead 1
Live Live 0
4.2 Auto Wind Loading
4.2.1 Auto Seismic Loading
This chapter provides analysis results.
This chapter provides design data and results.
This chapter includes the selected custom views of the model.
4.2.1.1 Applied Loads
4.2.1.1.1 Area Loads
Table 4.2 - Shell Loads - Uniform
Story LabelUnique Name
Load Pattern
Direction
Loadkgf/m²
Story1 F1 1 Dead Gravity 250
Story1 F1 1 Live Gravity 2000
4.2.1.2 Load Cases
Table 4.3 - Load Cases - Summary
Name Type
Dead Linear
Page 14 of 20
Assignments 21 Aug 2015
Name TypeStatic
LiveLinear Static
4.2.1.3 Load Combinations
Table 4.4 - Load Combinations
NameLoad
Case/Combo
Scale Factor
Type Auto
DCmpD1 Dead 1Linear Add
Yes
DCmpD2 Dead 1Linear Add
Yes
DCmpD2 Live 1 No
DCmpS1 Dead 1.4Linear Add
Yes
DCmpS2 Dead 1.2Linear Add
Yes
DCmpS2 Live 1.6 No
DCmpC1 Dead 1.2Linear Add
Yes
DStlS1 Dead 1.4Linear Add
Yes
DStlS2 Dead 1.2Linear Add
Yes
DStlS2 Live 1.6 No
DStlD1 Dead 1Linear Add
Yes
DStlD2 Dead 1Linear Add
Yes
DStlD2 Live 1 No
4.2.1.4 Structure Results
Table 4.5 - Base Reactions
Load Case/Co
mbo
FXtonf
FYtonf
FZtonf
MXtonf-m
MYtonf-m
MZtonf-m
Xm
Ym
Zm
Dead 0 0 79.9003 828.9652-
223.72070 0 0 0
Live 0 0 232.4 2411.15 -650.72 0 0 0 0
DCmpD1 0 0 79.9003 828.9652-
223.72070 0 0 0
DCmpD2 0 0 312.30033240.115
2-
874.44070 0 0 0
DCmpS1 0 0 111.86041160.551
3-313.209 0 0 0 0
DCmpS2 0 0 467.72034852.598
3
-1309.616
90 0 0 0
DCmpC1 0 0 95.8803 994.7583-
268.46490 0 0 0
DStlS1 0 0 111.86041160.551
3-313.209 0 0 0 0
DStlS2 0 0 467.72034852.598
3
-1309.616
90 0 0 0
DStlD1 0 0 79.9003 828.9652-
223.72070 0 0 0
DStlD2 0 0 312.30033240.115
2-
874.44070 0 0 0
Table 4.6 - Centers of Mass and Rigidity
Page 15 of 20
Assignments 21 Aug 2015
StoryDiaphragm
Mass Xkg
Mass Ykg
XCMm
YCMm
Cumulative X
kg
Cumulative Y
kg
XCCMm
YCCMm
XCRm
YCRm
Story1 D147829.6
147829.6
12.8 10.375
47829.61
47829.61
2.8 10.375
Table 4.7 - Diaphragm Center of Mass Displacements
StoryDiaphragm
Load Case/Combo
UXmm
UYmm
UZmm
RXrad
RYrad
RZrad
PointXm
Ym
Zm
Story1 D1 Dead 0 0 0 0 0 0 67 2.8 10.375 3
Story1 D1 Live 0 0 0 0 0 0 67 2.8 10.375 3
Story1 D1DCmpD
10 0 0 0 0 0 67 2.8 10.375 3
Story1 D1DCmpD
20 0 0 0 0 0 67 2.8 10.375 3
Story1 D1DCmpS
10 0 0 0 0 0 67 2.8 10.375 3
Story1 D1DCmpS
20 0 0 0 0 0 67 2.8 10.375 3
Story1 D1DCmpC
10 0 0 0 0 0 67 2.8 10.375 3
Story1 D1 DStlS1 0 0 0 0 0 0 67 2.8 10.375 3
Story1 D1 DStlS2 0 0 0 0 0 0 67 2.8 10.375 3
Story1 D1 DStlD1 0 0 0 0 0 0 67 2.8 10.375 3
Story1 D1 DStlD2 0 0 0 0 0 0 67 2.8 10.375 3
4.2.1.5 Story Results
Table 4.8 - Story Forces
StoryLoad
Case/Combo
Location
Ptonf
VXtonf
VYtonf
Ttonf-m
MXtonf-m
MYtonf-m
Story1 DCmpC1 Top 89.7113 0 0 0 930.7545-
251.1916
Story1 DCmpC1 Bottom 95.8803 0 0 0 994.7583-
268.4649
Story1 DCmpD1 Top 74.7594 0 0 0 775.6288-
209.3263
Story1 DCmpD1 Bottom 79.9003 0 0 0 828.9652-
223.7207
Story1 DCmpD2 Top 307.1594 0 0 03186.778
8-
860.0463
Story1 DCmpD2 Bottom 312.3003 0 0 03240.115
2-
874.4407
Story1 DCmpS1 Top 104.6632 0 0 01085.880
3-
293.0568
Story1 DCmpS1 Bottom 111.8604 0 0 01160.551
3-313.209
Story1 DCmpS2 Top 461.5513 0 0 04788.594
5
-1292.343
6
Story1 DCmpS2 Bottom 467.7203 0 0 04852.598
3
-1309.616
9
Story1 Dead Top 74.7594 0 0 0 775.6288-
209.3263
Story1 Dead Bottom 79.9003 0 0 0 828.9652-
223.7207
Story1 DStlD1 Top 74.7594 0 0 0 775.6288-
209.3263
Story1 DStlD1 Bottom 79.9003 0 0 0 828.9652-
223.7207
Story1 DStlD2 Top 307.1594 0 0 03186.778
8-
860.0463
Story1 DStlD2 Bottom 312.3003 0 0 03240.115
2-
874.4407
Story1 DStlS1 Top 104.6632 0 0 01085.880
3-
293.0568Story1 DStlS1 Bottom 111.8604 0 0 0 1160.551 -313.209
Page 16 of 20
Assignments 21 Aug 2015
StoryLoad
Case/Combo
Location
Ptonf
VXtonf
VYtonf
Ttonf-m
MXtonf-m
MYtonf-m
3
Story1 DStlS2 Top 461.5513 0 0 04788.594
5
-1292.343
6
Story1 DStlS2 Bottom 467.7203 0 0 04852.598
3
-1309.616
9Story1 Live Top 232.4 0 0 0 2411.15 -650.72
Story1 Live Bottom 232.4 0 0 0 2411.15 -650.72
4.2.1.6 Point Results
Table 4.9 - Joint Reactions
StoryJoint Label
Load Case/Co
mbo
FXtonf
FYtonf
FZtonf
MXtonf-m
MYtonf-m
MZtonf-m
Base 1 Dead 0.587 0.0431 4.2184 0 0 0
Base 1 Live 1.8266 0.1145 11.4327 0 0 0
Base 1 DCmpD1 0.587 0.0431 4.2184 0 0 0
Base 1 DCmpD2 2.4136 0.1576 15.6511 0 0 0
Base 1 DCmpS1 0.8218 0.0603 5.9058 0 0 0
Base 1 DCmpS2 3.627 0.2349 23.3544 0 0 0
Base 1 DCmpC1 0.7044 0.0517 5.0621 0 0 0
Base 1 DStlS1 0.8218 0.0603 5.9058 0 0 0
Base 1 DStlS2 3.627 0.2349 23.3544 0 0 0
Base 1 DStlD1 0.587 0.0431 4.2184 0 0 0
Base 1 DStlD2 2.4136 0.1576 15.6511 0 0 0
Base 2 Dead 1.1231 -0.0052 7.9264 0 0 0
Base 2 Live 3.6527 -0.0118 23.4513 0 0 0
Base 2 DCmpD1 1.1231 -0.0052 7.9264 0 0 0
Base 2 DCmpD2 4.7758 -0.0171 31.3777 0 0 0
Base 2 DCmpS1 1.5724 -0.0073 11.097 0 0 0
Base 2 DCmpS2 7.1921 -0.0252 47.0338 0 0 0
Base 2 DCmpC1 1.3477 -0.0063 9.5117 0 0 0
Base 2 DStlS1 1.5724 -0.0073 11.097 0 0 0
Base 2 DStlS2 7.1921 -0.0252 47.0338 0 0 0
Base 2 DStlD1 1.1231 -0.0052 7.9264 0 0 0
Base 2 DStlD2 4.7758 -0.0171 31.3777 0 0 0
Base 3 Dead 1.1232 0.0011 7.8302 0 0 0
Base 3 Live 3.6529 0.0026 23.216 0 0 0
Base 3 DCmpD1 1.1232 0.0011 7.8302 0 0 0
Base 3 DCmpD2 4.7761 0.0037 31.0462 0 0 0
Base 3 DCmpS1 1.5724 0.0016 10.9623 0 0 0
Base 3 DCmpS2 7.1924 0.0055 46.5419 0 0 0
Base 3 DCmpC1 1.3478 0.0014 9.3962 0 0 0
Base 3 DStlS1 1.5724 0.0016 10.9623 0 0 0
Base 3 DStlS2 7.1924 0.0055 46.5419 0 0 0
Base 3 DStlD1 1.1232 0.0011 7.8302 0 0 0
Base 3 DStlD2 4.7761 0.0037 31.0462 0 0 0
Base 4 Dead 1.1232 -0.0011 7.8302 0 0 0
Base 4 Live 3.6529 -0.0026 23.216 0 0 0
Base 4 DCmpD1 1.1232 -0.0011 7.8302 0 0 0
Base 4 DCmpD2 4.7761 -0.0037 31.0462 0 0 0
Base 4 DCmpS1 1.5724 -0.0016 10.9623 0 0 0
Base 4 DCmpS2 7.1924 -0.0055 46.5419 0 0 0
Base 4 DCmpC1 1.3478 -0.0014 9.3962 0 0 0
Base 4 DStlS1 1.5724 -0.0016 10.9623 0 0 0
Page 17 of 20
Assignments 21 Aug 2015
StoryJoint Label
Load Case/Co
mbo
FXtonf
FYtonf
FZtonf
MXtonf-m
MYtonf-m
MZtonf-m
Base 4 DStlS2 7.1924 -0.0055 46.5419 0 0 0
Base 4 DStlD1 1.1232 -0.0011 7.8302 0 0 0
Base 4 DStlD2 4.7761 -0.0037 31.0462 0 0 0
Base 5 Dead 1.1231 0.0052 7.9264 0 0 0
Base 5 Live 3.6527 0.0118 23.4513 0 0 0
Base 5 DCmpD1 1.1231 0.0052 7.9264 0 0 0
Base 5 DCmpD2 4.7758 0.0171 31.3777 0 0 0
Base 5 DCmpS1 1.5724 0.0073 11.097 0 0 0
Base 5 DCmpS2 7.1921 0.0252 47.0338 0 0 0
Base 5 DCmpC1 1.3477 0.0063 9.5117 0 0 0
Base 5 DStlS1 1.5724 0.0073 11.097 0 0 0
Base 5 DStlS2 7.1921 0.0252 47.0338 0 0 0
Base 5 DStlD1 1.1231 0.0052 7.9264 0 0 0
Base 5 DStlD2 4.7758 0.0171 31.3777 0 0 0
Base 6 Dead 0.587 -0.0431 4.2184 0 0 0
Base 6 Live 1.8266 -0.1145 11.4327 0 0 0
Base 6 DCmpD1 0.587 -0.0431 4.2184 0 0 0
Base 6 DCmpD2 2.4136 -0.1576 15.6511 0 0 0
Base 6 DCmpS1 0.8218 -0.0603 5.9058 0 0 0
Base 6 DCmpS2 3.627 -0.2349 23.3544 0 0 0
Base 6 DCmpC1 0.7044 -0.0517 5.0621 0 0 0
Base 6 DStlS1 0.8218 -0.0603 5.9058 0 0 0
Base 6 DStlS2 3.627 -0.2349 23.3544 0 0 0
Base 6 DStlD1 0.587 -0.0431 4.2184 0 0 0
Base 6 DStlD2 2.4136 -0.1576 15.6511 0 0 0
Base 7 Dead -0.587 0.0431 4.2184 0 0 0
Base 7 Live -1.8266 0.1145 11.4327 0 0 0
Base 7 DCmpD1 -0.587 0.0431 4.2184 0 0 0
Base 7 DCmpD2 -2.4136 0.1576 15.6511 0 0 0
Base 7 DCmpS1 -0.8218 0.0603 5.9058 0 0 0
Base 7 DCmpS2 -3.627 0.2349 23.3544 0 0 0
Base 7 DCmpC1 -0.7044 0.0517 5.0621 0 0 0
Base 7 DStlS1 -0.8218 0.0603 5.9058 0 0 0
Base 7 DStlS2 -3.627 0.2349 23.3544 0 0 0
Base 7 DStlD1 -0.587 0.0431 4.2184 0 0 0
Base 7 DStlD2 -2.4136 0.1576 15.6511 0 0 0
Base 8 Dead -1.1231 -0.0052 7.9264 0 0 0
Base 8 Live -3.6527 -0.0118 23.4513 0 0 0
Base 8 DCmpD1 -1.1231 -0.0052 7.9264 0 0 0
Base 8 DCmpD2 -4.7758 -0.0171 31.3777 0 0 0
Base 8 DCmpS1 -1.5724 -0.0073 11.097 0 0 0
Base 8 DCmpS2 -7.1921 -0.0252 47.0338 0 0 0
Base 8 DCmpC1 -1.3477 -0.0063 9.5117 0 0 0
Base 8 DStlS1 -1.5724 -0.0073 11.097 0 0 0
Base 8 DStlS2 -7.1921 -0.0252 47.0338 0 0 0
Base 8 DStlD1 -1.1231 -0.0052 7.9264 0 0 0
Base 8 DStlD2 -4.7758 -0.0171 31.3777 0 0 0
Base 9 Dead -1.1232 0.0011 7.8302 0 0 0
Base 9 Live -3.6529 0.0026 23.216 0 0 0
Base 9 DCmpD1 -1.1232 0.0011 7.8302 0 0 0
Base 9 DCmpD2 -4.7761 0.0037 31.0462 0 0 0
Base 9 DCmpS1 -1.5724 0.0016 10.9623 0 0 0
Base 9 DCmpS2 -7.1924 0.0055 46.5419 0 0 0
Base 9 DCmpC1 -1.3478 0.0014 9.3962 0 0 0
Base 9 DStlS1 -1.5724 0.0016 10.9623 0 0 0
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Assignments 21 Aug 2015
StoryJoint Label
Load Case/Co
mbo
FXtonf
FYtonf
FZtonf
MXtonf-m
MYtonf-m
MZtonf-m
Base 9 DStlS2 -7.1924 0.0055 46.5419 0 0 0
Base 9 DStlD1 -1.1232 0.0011 7.8302 0 0 0
Base 9 DStlD2 -4.7761 0.0037 31.0462 0 0 0
Base 10 Dead -1.1232 -0.0011 7.8302 0 0 0
Base 10 Live -3.6529 -0.0026 23.216 0 0 0
Base 10 DCmpD1 -1.1232 -0.0011 7.8302 0 0 0
Base 10 DCmpD2 -4.7761 -0.0037 31.0462 0 0 0
Base 10 DCmpS1 -1.5724 -0.0016 10.9623 0 0 0
Base 10 DCmpS2 -7.1924 -0.0055 46.5419 0 0 0
Base 10 DCmpC1 -1.3478 -0.0014 9.3962 0 0 0
Base 10 DStlS1 -1.5724 -0.0016 10.9623 0 0 0
Base 10 DStlS2 -7.1924 -0.0055 46.5419 0 0 0
Base 10 DStlD1 -1.1232 -0.0011 7.8302 0 0 0
Base 10 DStlD2 -4.7761 -0.0037 31.0462 0 0 0
Base 11 Dead -1.1231 0.0052 7.9264 0 0 0
Base 11 Live -3.6527 0.0118 23.4513 0 0 0
Base 11 DCmpD1 -1.1231 0.0052 7.9264 0 0 0
Base 11 DCmpD2 -4.7758 0.0171 31.3777 0 0 0
Base 11 DCmpS1 -1.5724 0.0073 11.097 0 0 0
Base 11 DCmpS2 -7.1921 0.0252 47.0338 0 0 0
Base 11 DCmpC1 -1.3477 0.0063 9.5117 0 0 0
Base 11 DStlS1 -1.5724 0.0073 11.097 0 0 0
Base 11 DStlS2 -7.1921 0.0252 47.0338 0 0 0
Base 11 DStlD1 -1.1231 0.0052 7.9264 0 0 0
Base 11 DStlD2 -4.7758 0.0171 31.3777 0 0 0
Base 12 Dead -0.587 -0.0431 4.2184 0 0 0
Base 12 Live -1.8266 -0.1145 11.4327 0 0 0
Base 12 DCmpD1 -0.587 -0.0431 4.2184 0 0 0
Base 12 DCmpD2 -2.4136 -0.1576 15.6511 0 0 0
Base 12 DCmpS1 -0.8218 -0.0603 5.9058 0 0 0
Base 12 DCmpS2 -3.627 -0.2349 23.3544 0 0 0
Base 12 DCmpC1 -0.7044 -0.0517 5.0621 0 0 0
Base 12 DStlS1 -0.8218 -0.0603 5.9058 0 0 0
Base 12 DStlS2 -3.627 -0.2349 23.3544 0 0 0
Base 12 DStlD1 -0.587 -0.0431 4.2184 0 0 0
Base 12 DStlD2 -2.4136 -0.1576 15.6511 0 0 0
4.2.1.7 Modal Results
Table 4.10 - Modal Periods and Frequencies
Case ModePeriod
sec
Frequency
cyc/sec
Circular Freque
ncyrad/sec
Eigenvaluerad²/sec²
Modal 1 0.306 3.271 20.5536 422.4518
Modal 2 0.194 5.164 32.44371052.590
5
Modal 3 0.175 5.725 35.96941293.797
2
Table 4.11 - Modal Participating Mass Ratios (Part 1 of 2)
Case ModePeriod
secUX UY UZ
Sum UX
Sum UY
Sum UZ
Modal 1 0.306 0 1 0 0 1 0
Modal 2 0.194 1 0 0 1 1 0
Modal 3 0.175 0 0 0 1 1 0
Page 19 of 20
Assignments 21 Aug 2015
Table 4.11 - Modal Participating Mass Ratios (Part 2 of 2)
Case Mode RX RY RZSum RX
Sum RY Sum RZ
Modal 1 1 0 0 1 0 0
Modal 2 0 1 0 1 1 0
Modal 3 0 0 1 1 1 1
Table 4.12 - Modal Load Participation Ratios
CaseItem Type
ItemStatic
%
Dynamic%
ModalAccelerat
ionUX 100 100
ModalAccelerat
ionUY 100 100
ModalAccelerat
ionUZ 0 0
Table 4.13 - Modal Direction Factors
Case ModePeriod
secUX UY UZ RZ
Modal 1 0.306 0 -1 0 0
Modal 2 0.194 -1 0 0 0
Modal 3 0.175 0 0 0 -1
Page 20 of 20
