PROYECTO ALMACEN SENA CDITI - DOSQUEBRADAS
MEMORIA DE CALCULO – PROYECTO
ALMACEN SENA CDITI - DOSQUEBRADAS
ING CIVIL. OSCAR ALONSO OSPINA AGUDELO
MAT.66202238197 RIS.
DOSQUEBRADAS, ABRIL DE 2016
PROYECTO ALMACEN SENA CDITI - DOSQUEBRADAS
Table of Contents
1. Structure Data 5
1.1 Story Data 5
1.2 Grid Data 5
1.3 Point Coordinates 5
1.4 Line Connectivity 6
1.5 Area Connectivity 7
1.6 Mass 7
1.7 Groups 8
2. Properties 9
2.1 Materials 9
2.2 Frame Sections 9
2.3 Shell Sections 9
2.4 Reinforcement Sizes 9
3. Assignments 10
3.1 Joint Assignments 10
3.2 Frame Assignments 10
3.3 Shell Assignments 11
4. Loads 13
4.1 Load Patterns 13
4.2 Auto Seismic Loading 13
4.3 Applied Loads 16
4.3.1 Area Loads 16
4.4 Load Cases 16
4.5 Load Combinations 16
5. Analysis Results 17
5.1 Structure Results 17
5.2 Story Results 18
5.3 Point Results 22
5.4 Modal Results 31
6. Design Data 34
6.1 Steel Frame Design 34
PROYECTO ALMACEN SENA CDITI - DOSQUEBRADAS
List of Tables
Table 1.1 Story Data 5
Table 1.2 Grid Systems 5
Table 1.3 Grid Lines 5
Table 1.4 Joint Coordinates Data 5
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 7
Table 1.11 Mass Summary by Story 7
Table 1.12 Group Definitions 8
Table 2.1 Material Properties - Summary 9
Table 2.2 Frame Sections - Summary 9
Table 2.3 Shell Sections - Summary 9
Table 2.4 Reinforcing Bar Sizes 9
Table 3.1 Joint Assignments - Summary 10
Table 3.2 Frame Assignments - Summary 10
Table 3.3 Shell Assignments - Summary 12
Table 4.1 Load Patterns 13
Table 4.3 Shell Loads - Uniform 16
Table 4.4 Load Cases - Summary 16
Table 4.5 Load Combinations 16
Table 5.1 Base Reactions 17
Table 5.2 Centers of Mass and Rigidity 17
Table 5.3 Diaphragm Center of Mass Displacements 17
Table 5.4 Story Max/Avg Displacements 18
Table 5.5 Story Drifts 19
Table 5.6 Story Forces 21
Table 5.7 Joint Reactions 22
Table 5.8 Modal Periods and Frequencies 31
Table 5.9 Modal Participating Mass Ratios 32
Table 5.10 Modal Load Participation Ratios 32
Table 5.11 Modal Direction Factors 33
Table 6.1 Steel Frame Preferences - AISC 360-10 34
Table 6.2 Steel Frame Overwrites - AISC 360-10 34
Table 6.3 Steel Column Envelope 40
Table 6.4 Steel Beam Envelope 41
Structure Data 22/04/2016
Page 4 of 34
1 DATOS DE LA ESTRUCTURA
1.1 Story Data
Table 1.1 - Story Data
Name Height
mm
Elevation
mm
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 Type Story
Range
X Origin
m
Y Origin
m
Rotation
deg
Bubble
Size
mm
Color
G1 Cartesian Default 0 0 0 1250 ffa0a0a0
Table 1.3 - Grid Lines
Grid
System
Grid
Direction Grid ID Visible
Bubble
Location
Ordinate
m
G1 X A Yes End 0
G1 X B Yes End 3
G1 X C Yes End 6
G1 X D Yes End 9
G1 Y 1 Yes Start 0
G1 Y 2 Yes Start 3
G1 Y 3 Yes Start 3.9
G1 Y 4 Yes Start 6.9
1.3 Point Coordinates
Table 1.4 - Joint Coordinates Data
Label X
mm
Y
mm
ΔZ Below
mm
1 0 0 0
2 0 3000 0
3 0 3900 0
4 0 6900 0
5 3000 0 0
6 3000 3000 0
7 3000 3900 0
8 3000 6900 0
9 6000 0 0
10 6000 3000 0
11 6000 3900 0
12 6000 6900 0
13 9000 0 0
14 9000 3000 0
15 9000 3900 0
16 9000 6900 0
Structure Data 22/04/2016
Page 5 of 34
1.4 Line Connectivity
Table 1.5 - Column Connectivity Data
Column I-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
C13 13 13 Below
C14 14 14 Below
C15 15 15 Below
C16 16 16 Below
Table 1.6 - Beam Connectivity Data
Beam I-End
Point
J-End
Point
Curve
Type
B1 1 2 None
B2 2 3 None
B3 3 4 None
B4 5 6 None
B5 6 7 None
B6 7 8 None
B7 9 10 None
B8 10 11 None
B9 11 12 None
B10 13 14 None
B11 14 15 None
B12 15 16 None
B13 1 5 None
B14 5 9 None
B15 9 13 None
B16 2 6 None
B17 6 10 None
B18 10 14 None
B19 3 7 None
B20 7 11 None
B21 11 15 None
B22 4 8 None
B23 8 12 None
B24 12 16 None
1.5 Area Connectivity
Table 1.7 - Floor Connectivity Data
Floor Number
of Edges
Edge
Number Point 1 Point 2
Curve
Type
F1 4 1 1 13 None
2 13 16 None
3 16 4 None
4 4 1 None
Structure Data 22/04/2016
Page 6 of 34
1.6 Mass
Table 1.8 - 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 1.9 - Centers of Mass and Rigidity
Story Diaphrag
m
Mass X
kg
Mass Y
kg
XCM
m
YCM
m
Cumulati
ve X
kg
Cumulati
ve Y
kg
XCCM
m
YCCM
m
XCR
m
YCR
m
Story1 D1 15803.22 15803.22 4.5 3.45 15803.22 15803.22 4.5 3.45
Table 1.10 - Mass Summary by Diaphragm
Story Diaphrag
m
Mass X
kg
Mass Y
kg
Mass
Moment
of Inertia
ton-m²
X Mass
Center
m
Y Mass
Center
m
Story1 D1 15803.22 15803.22 237.3063 4.5 3.45
Table 1.11 - Mass Summary by Story
Story UX
kg
UY
kg
UZ
kg
Story1 41464.8 41464.8 0
Base 3484.98 3484.98 0
1.7 Groups
Table 1.12 - Group Definitions
Name Color
All Yellow
Properties 22/04/2016
Page 7 of 34
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
MPa ν
Unit
Weight
kN/m³ Design Strengths
4000Psi Concrete 24855.58 0.2 23.5631 Fc=27.58 MPa
A615Gr60 Rebar 199947.98 0.3 76.9729 Fy=413.69 MPa,
Fu=620.53 MPa
A992Fy50 Steel 199947.98 0.3 76.9729 Fy=344.74 MPa,
Fu=448.16 MPa
2.2 Frame Sections
Table 2.2 - Frame Sections - Summary
Name Material Shape
HEA340 A992Fy50 Steel I/Wide
Flange
2.3 Shell Sections
Table 2.3 - Shell Sections - Summary
Name Design
Type
Element
Type Material
Total
Thickness
mm
Slab1 Slab Shell-Thin 4000Psi 200
2.4 Reinforcement Sizes
Table 2.4 - Reinforcing Bar Sizes
Name Diameter
mm
Area
mm²
10 10 79
20 20 314
Assignments 22/04/2016
Page 8 of 34
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
Story1 1 17 D1
Story1 2 19 D1
Story1 3 21 D1
Story1 4 23 D1
Story1 5 25 D1
Story1 6 27 D1
Story1 7 29 D1
Story1 8 31 D1
Story1 9 33 D1
Story1 10 35 D1
Story1 11 37 D1
Story1 12 39 D1
Story1 13 41 D1
Story1 14 43 D1
Story1 15 45 D1
Story1 16 47 D1
Base 1 18 From Area UX; UY; UZ; RX;
RY; RZ
Base 2 20 From Area UX; UY; UZ; RX;
RY; RZ
Base 3 22 From Area UX; UY; UZ; RX;
RY; RZ
Base 4 24 From Area UX; UY; UZ; RX;
RY; RZ
Base 5 26 From Area UX; UY; UZ; RX;
RY; RZ
Base 6 28 From Area UX; UY; UZ; RX;
RY; RZ
Base 7 30 From Area UX; UY; UZ; RX;
RY; RZ
Base 8 32 From Area UX; UY; UZ; RX;
RY; RZ
Base 9 34 From Area UX; UY; UZ; RX;
RY; RZ
Base 10 36 From Area UX; UY; UZ; RX;
RY; RZ
Base 11 38 From Area UX; UY; UZ; RX;
RY; RZ
Base 12 40 From Area UX; UY; UZ; RX;
RY; RZ
Base 13 42 From Area UX; UY; UZ; RX;
RY; RZ
Base 14 44 From Area UX; UY; UZ; RX;
RY; RZ
Base 15 46 From Area UX; UY; UZ; RX;
RY; RZ
Base 16 48 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
Max
Station
Spacing
mm
Min
Number
Stations
Assignments 22/04/2016
Page 9 of 34
Story Label Unique
Name
Design
Type
Length
mm
Analysis
Section
Design
Section
Max
Station
Spacing
mm
Min
Number
Stations
Story1 C1 25 Column 3000 HEA340 HEA340 3
Story1 C2 26 Column 3000 HEA340 HEA340 3
Story1 C3 27 Column 3000 HEA340 HEA340 3
Story1 C4 28 Column 3000 HEA340 HEA340 3
Story1 C5 29 Column 3000 HEA340 HEA340 3
Story1 C6 30 Column 3000 HEA340 HEA340 3
Story1 C7 31 Column 3000 HEA340 HEA340 3
Story1 C8 32 Column 3000 HEA340 HEA340 3
Story1 C9 33 Column 3000 HEA340 HEA340 3
Story1 C10 34 Column 3000 HEA340 HEA340 3
Story1 C11 35 Column 3000 HEA340 HEA340 3
Story1 C12 36 Column 3000 HEA340 HEA340 3
Story1 C13 37 Column 3000 HEA340 HEA340 3
Story1 C14 38 Column 3000 HEA340 HEA340 3
Story1 C15 39 Column 3000 HEA340 HEA340 3
Story1 C16 40 Column 3000 HEA340 HEA340 3
Story1 B1 41 Beam 3000 HEA340 HEA340 500
Story1 B2 42 Beam 900 HEA340 HEA340 500
Story1 B3 43 Beam 3000 HEA340 HEA340 500
Story1 B4 44 Beam 3000 HEA340 HEA340 500
Story1 B5 45 Beam 900 HEA340 HEA340 500
Story1 B6 46 Beam 3000 HEA340 HEA340 500
Story1 B7 47 Beam 3000 HEA340 HEA340 500
Story1 B8 48 Beam 900 HEA340 HEA340 500
Story1 B9 49 Beam 3000 HEA340 HEA340 500
Story1 B10 50 Beam 3000 HEA340 HEA340 500
Story1 B11 51 Beam 900 HEA340 HEA340 500
Story1 B12 52 Beam 3000 HEA340 HEA340 500
Story1 B13 53 Beam 3000 HEA340 HEA340 500
Story1 B14 54 Beam 3000 HEA340 HEA340 500
Story1 B15 55 Beam 3000 HEA340 HEA340 500
Story1 B16 56 Beam 3000 HEA340 HEA340 500
Story1 B17 57 Beam 3000 HEA340 HEA340 500
Story1 B18 58 Beam 3000 HEA340 HEA340 500
Story1 B19 59 Beam 3000 HEA340 HEA340 500
Story1 B20 60 Beam 3000 HEA340 HEA340 500
Story1 B21 61 Beam 3000 HEA340 HEA340 500
Story1 B22 62 Beam 3000 HEA340 HEA340 500
Story1 B23 63 Beam 3000 HEA340 HEA340 500
Story1 B24 64 Beam 3000 HEA340 HEA340 500
3.3 Shell Assignments
Table 3.3 - Shell Assignments - Summary
Story Label Unique
Name Section
Story1 F1 1 Slab1
22/04/2016
Page 10 of 34
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
Auto Load
Dead Dead 1
Live Live 0
SISMO Seismic 0 User
Coefficient
4.2 Auto Seismic Loading
22/04/2016
Page 11 of 34
User Coefficient Auto Seismic Load Calculation
This calculation presents the automatically generated lateral seismic loads for load pattern SISMO using the user
input coefficients, as calculated by ETABS.
Direction and Eccentricity
Direction = Multiple
Eccentricity Ratio = 5% for all diaphragms
Factors and Coefficients
Equivalent Lateral Forces
Base Shear Coefficient, C C = 0.1
Base Shear, V V = CW
Calculated Base Shear
Direction
Period
Used
(sec)
C W
(kN)
V
(kN)
X 0 0 406.6308 40.6631
Y 0 0 406.6308 40.6631
X + Ecc. Y 0 0 406.6308 40.6631
Y + Ecc. X 0 0 406.6308 40.6631
X - Ecc. Y 0 0 406.6308 40.6631
Y - Ecc. X 0 0 406.6308 40.6631
Applied Story Forces
22/04/2016
Page 12 of 34
Story Elevation X-Dir Y-Dir
m kN kN
Story1 3 40.6631 0
Base 0 0 0
Story Elevation X-Dir Y-Dir
m kN kN
Story1 3 0 40.6631
Base 0 0 0
Loads 22/04/2016
Page 13 of 34
4.3 Applied Loads
4.3.1 Area Loads
Table 4.3 - Shell Loads - Uniform
Story Label Unique
Name
Load
Pattern Direction
Load
kN/m²
Story1 F1 1 Dead Gravity 3
Story1 F1 1 Live Gravity 4
4.4 Load Cases
Table 4.4 - Load Cases - Summary
Name Type
Dead Linear Static
Live Linear Static
SISMO Linear Static
LCase1 Response
Spectrum
4.5 Load Combinations
Table 4.5 - Load Combinations
Name
Load
Case/Com
bo
Scale
Factor Type Auto
Comb1 Dead 1 Linear Add No
DStlS1 Dead 1.4 Linear Add Yes
DStlS2 Dead 1.2 Linear Add Yes
DStlS2 Live 1.6 No
DStlS3 Dead 1.4 Linear Add Yes
DStlS3 Live 1 No
DStlS3 SISMO 1 No
DStlS4 Dead 1.4 Linear Add Yes
DStlS4 Live 1 No
DStlS4 SISMO -1 No
DStlS5 Dead 0.7 Linear Add Yes
DStlS5 SISMO 1 No
DStlS6 Dead 0.7 Linear Add Yes
DStlS6 SISMO -1 No
DStlS7 Dead 1.4 Linear Add Yes
DStlS7 Live 1 No
DStlS7 LCase1 1 No
DStlS8 Dead 0.7 Linear Add Yes
DStlS8 LCase1 1 No
DStlD1 Dead 1 Linear Add Yes
DStlD2 Dead 1 Linear Add Yes
DStlD2 Live 1 No
Analysis Results 22/04/2016
Page 14 of 34
5 Analysis Results
This chapter provides analysis results.
5.1 Structure Results
Table 5.1 - Base Reactions
Load
Case/Com
bo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
X
m
Y
m
Z
m
Dead 0 0 627.1067 2163.5182 -2821.9802 0 0 0 0
Live 0 0 248.4 856.98 -1117.8 0 0 0 0
SISMO 1 -40.6631 0 0 0 -121.9892 140.2876 0 0 0
SISMO 2 0 -40.6631 0 121.9892 0 -182.9838 0 0 0
SISMO 3 -40.6631 0 0 0 -121.9892 145.6343 0 0 0
SISMO 4 0 -40.6631 0 121.9892 0 -189.9578 0 0 0
SISMO 5 -40.6631 0 0 0 -121.9892 134.9409 0 0 0
SISMO 6 0 -40.6631 0 121.9892 0 -176.0099 0 0 0
LCase1 Max 0.4068 0.4068 0 1.2203 1.2203 2.3065 0 0 0
Comb1 0 0 627.1067 2163.5182 -2821.9802 0 0 0 0
DStlS1 0 0 877.9494 3028.9255 -3950.7723 0 0 0 0
DStlS2 0 0 1149.9681 3967.3898 -5174.8563 0 0 0 0
DStlS3 Max 0 0 1126.3494 4007.8947 -5068.5723 145.6343 0 0 0
DStlS3 Min -40.6631 -40.6631 1126.3494 3885.9055 -5190.5616 -189.9578 0 0 0
DStlS4 Max 40.6631 40.6631 1126.3494 3885.9055 -4946.5831 189.9578 0 0 0
DStlS4 Min 0 0 1126.3494 3763.9162 -5068.5723 -145.6343 0 0 0
DStlS5 Max 0 0 438.9747 1636.452 -1975.3862 145.6343 0 0 0
DStlS5 Min -40.6631 -40.6631 438.9747 1514.4627 -2097.3754 -189.9578 0 0 0
DStlS6 Max 40.6631 40.6631 438.9747 1514.4627 -1853.3969 189.9578 0 0 0
DStlS6 Min 0 0 438.9747 1392.4735 -1975.3862 -145.6343 0 0 0
DStlS7 Max 0.4068 0.4068 1126.3494 3887.1258 -5067.352 2.3065 0 0 0
DStlS7 Min -0.4068 -0.4068 1126.3494 3884.6852 -5069.7926 -2.3065 0 0 0
DStlS8 Max 0.4068 0.4068 438.9747 1515.683 -1974.1659 2.3065 0 0 0
DStlS8 Min -0.4068 -0.4068 438.9747 1513.2424 -1976.6065 -2.3065 0 0 0
DStlD1 0 0 627.1067 2163.5182 -2821.9802 0 0 0 0
DStlD2 0 0 875.5067 3020.4982 -3939.7802 0 0 0 0
Table 5.2 - Centers of Mass and Rigidity
Story Diaphrag
m
Mass X
kg
Mass Y
kg
XCM
m
YCM
m
Cumulati
ve X
kg
Cumulati
ve Y
kg
XCCM
m
YCCM
m
XCR
m
YCR
m
Story1 D1 15803.22 15803.22 4.5 3.45 15803.22 15803.22 4.5 3.45
Table 5.3 - Diaphragm Center of Mass Displacements
Story Diaphra
gm
Load
Case/Co
mbo
UX
mm
UY
mm
UZ
mm
RX
rad
RY
rad
RZ
rad Point
X
m
Y
m
Z
m
Story1 D1 Dead -1.183E-
09
-1.172E-
09 0 0 0 0 50 4.5 3.45 3
Story1 D1 Live -5.886E-
10
-5.928E-
10 0 0 0 0 50 4.5 3.45 3
Story1 D1 SISMO 1 0.2 0 0 0 0 0 50 4.5 3.45 3
Story1 D1 SISMO 2 0 0.4 0 0 0 0 50 4.5 3.45 3
Story1 D1 SISMO 3 0.2 3.213E-11 0 0 0 -2E-06 50 4.5 3.45 3
Story1 D1 SISMO 4 2.75E-11 0.4 0 0 0 2E-06 50 4.5 3.45 3
Story1 D1 SISMO 5 0.2 -3.215E-
11 0 0 0 2E-06 50 4.5 3.45 3
Story1 D1 SISMO 6 -2.752E-
11 0.4 0 0 0 -2E-06 50 4.5 3.45 3
Story1 D1 LCase1
Max 0.00152 0.003607 0 0 0 0 50 4.5 3.45 3
Analysis Results 22/04/2016
Page 15 of 34
Story Diaphra
gm
Load
Case/Co
mbo
UX
mm
UY
mm
UZ
mm
RX
rad
RY
rad
RZ
rad Point
X
m
Y
m
Z
m
Story1 D1 Comb1 -1.183E-
09
-1.172E-
09 0 0 0 0 50 4.5 3.45 3
Story1 D1 DStlS1 -1.656E-
09 -1.64E-09 0 0 0 0 50 4.5 3.45 3
Story1 D1 DStlS2 -2.361E-
09
-2.354E-
09 0 0 0 0 50 4.5 3.45 3
Story1 D1 DStlS3
Max 0.2 0.4 0 0 0 2E-06 50 4.5 3.45 3
Story1 D1 DStlS3
Min
-2.272E-
09
-2.265E-
09 0 0 0 -2E-06 50 4.5 3.45 3
Story1 D1 DStlS4
Max
-2.217E-
09
-2.201E-
09 0 0 0 2E-06 50 4.5 3.45 3
Story1 D1 DStlS4
Min -0.2 -0.4 0 0 0 -2E-06 50 4.5 3.45 3
Story1 D1 DStlS5
Max 0.2 0.4 0 0 0 2E-06 50 4.5 3.45 3
Story1 D1 DStlS5
Min
-8.557E-
10
-8.523E-
10 0 0 0 -2E-06 50 4.5 3.45 3
Story1 D1 DStlS6
Max
-8.006E-
10 -7.88E-10 0 0 0 2E-06 50 4.5 3.45 3
Story1 D1 DStlS6
Min -0.2 -0.4 0 0 0 -2E-06 50 4.5 3.45 3
Story1 D1 DStlS7
Max 0.00152 0.003607 0 0 0 0 50 4.5 3.45 3
Story1 D1 DStlS7
Min -0.00152 -0.003607 0 0 0 0 50 4.5 3.45 3
Story1 D1 DStlS8
Max 0.00152 0.003607 0 0 0 0 50 4.5 3.45 3
Story1 D1 DStlS8
Min -0.00152 -0.003607 0 0 0 0 50 4.5 3.45 3
Story1 D1 DStlD1 -1.183E-
09
-1.172E-
09 0 0 0 0 50 4.5 3.45 3
Story1 D1 DStlD2 -1.772E-
09
-1.764E-
09 0 0 0 0 50 4.5 3.45 3
5.2 Story Results
Table 5.4 - Story Max/Avg Displacements
Story
Load
Case/Com
bo
Direction Maximum
mm
Average
mm Ratio
Story1 Dead X 1.183E-09 1.183E-09 1
Base Dead Y 0 0
Story1 Live Y 5.928E-10 5.928E-10 1
Base Live Y 0 0
Story1 SISMO 1 X 0.2 0.2 1
Base SISMO 1 Y 0 0
Story1 SISMO 2 Y 0.4 0.4 1
Base SISMO 2 Y 0 0
Story1 SISMO 3 X 0.2 0.2 1.042361
Base SISMO 3 Y 0 0
Story1 SISMO 4 Y 0.4 0.4 1.030374
Base SISMO 4 Y 0 0
Story1 SISMO 5 X 0.2 0.2 1.042361
Base SISMO 5 Y 0 0
Story1 SISMO 6 Y 0.4 0.4 1.030374
Base SISMO 6 Y 0 0
Story1 LCase1 Max Y 0.003607 0.003607 1
Base LCase1 Max Y 0 0
Story1 Comb1 X 1.183E-09 1.183E-09 1
Base Comb1 Y 0 0
Story1 DStlS1 X 1.656E-09 1.656E-09 1
Analysis Results 22/04/2016
Page 16 of 34
Story
Load
Case/Com
bo
Direction Maximum
mm
Average
mm Ratio
Base DStlS1 Y 0 0
Story1 DStlS2 X 2.361E-09 2.361E-09 1
Base DStlS2 Y 0 0
Story1 DStlS3 Max Y 0.4 0.4 1.009924
Base DStlS3 Max Y 0 0
Story1 DStlS3 Min Y 0.008397 0.005598 1.5
Base DStlS3 Min Y 0 0
Story1 DStlS4 Max Y 0.008397 0.005598 1.5
Base DStlS4 Max Y 0 0
Story1 DStlS4 Min Y 0.4 0.4 1.009924
Base DStlS4 Min Y 0 0
Story1 DStlS5 Max Y 0.4 0.4 1.009924
Base DStlS5 Max Y 0 0
Story1 DStlS5 Min Y 0.008397 0.005598 1.5
Base DStlS5 Min Y 0 0
Story1 DStlS6 Max Y 0.008397 0.005598 1.5
Base DStlS6 Max Y 0 0
Story1 DStlS6 Min Y 0.4 0.4 1.009924
Base DStlS6 Min Y 0 0
Story1 DStlS7 Max Y 0.003607 0.003607 1
Base DStlS7 Max Y 0 0
Story1 DStlS7 Min Y 0.003607 0.003607 1
Base DStlS7 Min Y 0 0
Story1 DStlS8 Max Y 0.003607 0.003607 1
Base DStlS8 Max Y 0 0
Story1 DStlS8 Min Y 0.003607 0.003607 1
Base DStlS8 Min Y 0 0
Story1 DStlD1 X 1.183E-09 1.183E-09 1
Base DStlD1 Y 0 0
Story1 DStlD2 X 1.772E-09 1.772E-09 1
Base DStlD2 Y 0 0
Table 5.5 - Story Drifts
Story
Load
Case/Com
bo
Label Item Drift X
m
Y
m
Z
m
Story1 Dead 16 Max Drift X 0 9 6.9 3
Story1 Dead 4 Max Drift Y 0 0 6.9 3
Story1 Live 16 Max Drift X 0 9 6.9 3
Story1 Live 4 Max Drift Y 0 0 6.9 3
Story1 SISMO 1 16 Max Drift X 5.1E-05 9 6.9 3
Story1 SISMO 1 16 Max Drift Y 0 9 6.9 3
Story1 SISMO 2 16 Max Drift X 0 9 6.9 3
Story1 SISMO 2 16 Max Drift Y 0.00012 9 6.9 3
Story1 SISMO 3 16 Max Drift X 5.3E-05 9 6.9 3
Story1 SISMO 3 15 Max Drift Y 3E-06 9 3.9 3
Story1 SISMO 4 16 Max Drift X 3E-06 9 6.9 3
Story1 SISMO 4 16 Max Drift Y 0.000124 9 6.9 3
Story1 SISMO 5 13 Max Drift X 5.3E-05 9 0 3
Story1 SISMO 5 13 Max Drift Y 3E-06 9 0 3
Story1 SISMO 6 16 Max Drift X 3E-06 9 6.9 3
Story1 SISMO 6 4 Max Drift Y 0.000124 0 6.9 3
Story1 LCase1 Max 13 Max Drift X 1E-06 9 0 3
Story1 LCase1 Max 16 Max Drift Y 1E-06 9 6.9 3
Story1 Comb1 16 Max Drift X 0 9 6.9 3
Analysis Results 22/04/2016
Page 17 of 34
Story
Load
Case/Com
bo
Label Item Drift X
m
Y
m
Z
m
Story1 Comb1 4 Max Drift Y 0 0 6.9 3
Story1 DStlS1 16 Max Drift X 0 9 6.9 3
Story1 DStlS1 4 Max Drift Y 0 0 6.9 3
Story1 DStlS2 16 Max Drift X 0 9 6.9 3
Story1 DStlS2 4 Max Drift Y 0 0 6.9 3
Story1 DStlS3 Max 16 Max Drift X 5.3E-05 9 6.9 3
Story1 DStlS3 Max 16 Max Drift Y 0.000124 9 6.9 3
Story1 DStlS3 Min 16 Max Drift X 3E-06 9 6.9 3
Story1 DStlS3 Min 15 Max Drift Y 3E-06 9 3.9 3
Story1 DStlS4 Max 16 Max Drift X 3E-06 9 6.9 3
Story1 DStlS4 Max 15 Max Drift Y 3E-06 9 3.9 3
Story1 DStlS4 Min 16 Max Drift X 5.3E-05 9 6.9 3
Story1 DStlS4 Min 16 Max Drift Y 0.000124 9 6.9 3
Story1 DStlS5 Max 16 Max Drift X 5.3E-05 9 6.9 3
Story1 DStlS5 Max 16 Max Drift Y 0.000124 9 6.9 3
Story1 DStlS5 Min 16 Max Drift X 3E-06 9 6.9 3
Story1 DStlS5 Min 15 Max Drift Y 3E-06 9 3.9 3
Story1 DStlS6 Max 16 Max Drift X 3E-06 9 6.9 3
Story1 DStlS6 Max 15 Max Drift Y 3E-06 9 3.9 3
Story1 DStlS6 Min 16 Max Drift X 5.3E-05 9 6.9 3
Story1 DStlS6 Min 16 Max Drift Y 0.000124 9 6.9 3
Story1 DStlS7 Max 13 Max Drift X 1E-06 9 0 3
Story1 DStlS7 Max 16 Max Drift Y 1E-06 9 6.9 3
Story1 DStlS7 Min 13 Max Drift X 1E-06 9 0 3
Story1 DStlS7 Min 16 Max Drift Y 1E-06 9 6.9 3
Story1 DStlS8 Max 13 Max Drift X 1E-06 9 0 3
Story1 DStlS8 Max 16 Max Drift Y 1E-06 9 6.9 3
Story1 DStlS8 Min 13 Max Drift X 1E-06 9 0 3
Story1 DStlS8 Min 16 Max Drift Y 1E-06 9 6.9 3
Story1 DStlD1 16 Max Drift X 0 9 6.9 3
Story1 DStlD1 4 Max Drift Y 0 0 6.9 3
Story1 DStlD2 16 Max Drift X 0 9 6.9 3
Story1 DStlD2 4 Max Drift Y 0 0 6.9 3
Table 5.6 - Story Forces
Story
Load
Case/Com
bo
Location P
kN
VX
kN
VY
kN
T
kN-m
MX
kN-m
MY
kN-m
Story1 Dead Top 558.7548 0 0 0 1927.7041 -2514.3967
Story1 Dead Bottom 627.1067 0 0 0 2163.5182 -2821.9802
Story1 Live Top 248.4 0 0 0 856.98 -1117.8
Story1 Live Bottom 248.4 0 0 0 856.98 -1117.8
Story1 SISMO 1 Top 0 -40.6631 0 140.2876 0 0
Story1 SISMO 1 Bottom 0 -40.6631 0 140.2876 0 -121.9892
Story1 SISMO 2 Top 0 0 -40.6631 -182.9838 0 0
Story1 SISMO 2 Bottom 0 0 -40.6631 -182.9838 121.9892 0
Story1 SISMO 3 Top 0 -40.6631 0 145.6343 0 0
Story1 SISMO 3 Bottom 0 -40.6631 0 145.6343 0 -121.9892
Story1 SISMO 4 Top 0 0 -40.6631 -189.9578 0 0
Story1 SISMO 4 Bottom 0 0 -40.6631 -189.9578 121.9892 0
Story1 SISMO 5 Top 0 -40.6631 0 134.9409 0 0
Story1 SISMO 5 Bottom 0 -40.6631 0 134.9409 0 -121.9892
Story1 SISMO 6 Top 0 0 -40.6631 -176.0099 0 0
Story1 SISMO 6 Bottom 0 0 -40.6631 -176.0099 121.9892 0
Story1 LCase1 Max Top 0 0.4068 0.4068 2.3065 0 0
Analysis Results 22/04/2016
Page 18 of 34
Story
Load
Case/Com
bo
Location P
kN
VX
kN
VY
kN
T
kN-m
MX
kN-m
MY
kN-m
Story1 LCase1 Max Bottom 0 0.4068 0.4068 2.3065 1.2203 1.2203
Story1 Comb1 Top 558.7548 0 0 0 1927.7041 -2514.3967
Story1 Comb1 Bottom 627.1067 0 0 0 2163.5182 -2821.9802
Story1 DStlS1 Top 782.2567 0 0 0 2698.7858 -3520.1553
Story1 DStlS1 Bottom 877.9494 0 0 0 3028.9255 -3950.7723
Story1 DStlS2 Top 1067.9458 0 0 0 3684.4129 -4805.756
Story1 DStlS2 Bottom 1149.9681 0 0 0 3967.3898 -5174.8563
Story1 DStlS3 Max Top 1030.6567 0 0 145.6343 3555.7658 -4637.9553
Story1 DStlS3 Max Bottom 1126.3494 0 0 145.6343 4007.8947 -5068.5723
Story1 DStlS3 Min Top 1030.6567 -40.6631 -40.6631 -189.9578 3555.7658 -4637.9553
Story1 DStlS3 Min Bottom 1126.3494 -40.6631 -40.6631 -189.9578 3885.9055 -5190.5616
Story1 DStlS4 Max Top 1030.6567 40.6631 40.6631 189.9578 3555.7658 -4637.9553
Story1 DStlS4 Max Bottom 1126.3494 40.6631 40.6631 189.9578 3885.9055 -4946.5831
Story1 DStlS4 Min Top 1030.6567 0 0 -145.6343 3555.7658 -4637.9553
Story1 DStlS4 Min Bottom 1126.3494 0 0 -145.6343 3763.9162 -5068.5723
Story1 DStlS5 Max Top 391.1284 0 0 145.6343 1349.3929 -1760.0777
Story1 DStlS5 Max Bottom 438.9747 0 0 145.6343 1636.452 -1975.3862
Story1 DStlS5 Min Top 391.1284 -40.6631 -40.6631 -189.9578 1349.3929 -1760.0777
Story1 DStlS5 Min Bottom 438.9747 -40.6631 -40.6631 -189.9578 1514.4627 -2097.3754
Story1 DStlS6 Max Top 391.1284 40.6631 40.6631 189.9578 1349.3929 -1760.0777
Story1 DStlS6 Max Bottom 438.9747 40.6631 40.6631 189.9578 1514.4627 -1853.3969
Story1 DStlS6 Min Top 391.1284 0 0 -145.6343 1349.3929 -1760.0777
Story1 DStlS6 Min Bottom 438.9747 0 0 -145.6343 1392.4735 -1975.3862
Story1 DStlS7 Max Top 1030.6567 0.4068 0.4068 2.3065 3555.7658 -4637.9553
Story1 DStlS7 Max Bottom 1126.3494 0.4068 0.4068 2.3065 3887.1258 -5067.352
Story1 DStlS7 Min Top 1030.6567 -0.4068 -0.4068 -2.3065 3555.7658 -4637.9553
Story1 DStlS7 Min Bottom 1126.3494 -0.4068 -0.4068 -2.3065 3884.6852 -5069.7926
Story1 DStlS8 Max Top 391.1284 0.4068 0.4068 2.3065 1349.3929 -1760.0777
Story1 DStlS8 Max Bottom 438.9747 0.4068 0.4068 2.3065 1515.683 -1974.1659
Story1 DStlS8 Min Top 391.1284 -0.4068 -0.4068 -2.3065 1349.3929 -1760.0777
Story1 DStlS8 Min Bottom 438.9747 -0.4068 -0.4068 -2.3065 1513.2424 -1976.6065
Story1 DStlD1 Top 558.7548 0 0 0 1927.7041 -2514.3967
Story1 DStlD1 Bottom 627.1067 0 0 0 2163.5182 -2821.9802
Story1 DStlD2 Top 807.1548 0 0 0 2784.6841 -3632.1967
Story1 DStlD2 Bottom 875.5067 0 0 0 3020.4982 -3939.7802
5.3 Point Results
Table 5.7 - Joint Reactions
Story Joint
Label
Unique
Name
Load
Case/Com
bo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 1 18 Dead 1.4958 0.8208 21.5724 -0.8113 1.3094 0
Base 1 18 Live 0.6528 0.3575 7.2183 -0.3534 0.5714 0
Base 1 18 SISMO 1 -2.2724 0.0019 -1.616 -0.0018 -4.0015 0
Base 1 18 SISMO 2 0.0027 -2.3978 -1.8912 3.8128 0.0023 0
Base 1 18 SISMO 3 -2.1759 -0.0541 -1.5913 0.0871 -3.8318 0.0002
Base 1 18 SISMO 4 -0.1232 -2.3248 -1.9234 3.6969 -0.219 -0.0002
Base 1 18 SISMO 5 -2.3689 0.0578 -1.6407 -0.0908 -4.1712 -0.0002
Base 1 18 SISMO 6 0.1285 -2.4708 -1.859 3.9288 0.2236 0.0002
Base 1 18 LCase1 Max 0.0227 0.024 0.0249 0.0381 0.04 0
Base 1 18 Comb1 1.4958 0.8208 21.5724 -0.8113 1.3094 0
Base 1 18 DStlS1 2.0941 1.1491 30.2013 -1.1359 1.8331 0
Base 1 18 DStlS2 2.8394 1.5569 37.4361 -1.539 2.4856 0
Base 1 18 DStlS3 Max 2.8753 1.5644 35.8283 2.4396 2.6282 0.0002
Analysis Results 22/04/2016
Page 19 of 34
Story Joint
Label
Unique
Name
Load
Case/Com
bo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 1 18 DStlS3 Min 0.378 -0.9642 35.4962 -1.58 -1.7666 -0.0002
Base 1 18 DStlS4 Max 5.1157 3.9774 39.343 -1.3985 6.5758 0.0002
Base 1 18 DStlS4 Min 2.6184 1.4487 39.011 -5.4181 2.1809 -0.0002
Base 1 18 DStlS5 Max 1.1755 0.6324 13.5093 3.3609 1.1402 0.0002
Base 1 18 DStlS5 Min -1.3218 -1.8963 13.1773 -0.6587 -3.2546 -0.0002
Base 1 18 DStlS6 Max 3.4159 3.0453 17.024 -0.4772 5.0878 0.0002
Base 1 18 DStlS6 Min 0.9186 0.5167 16.692 -4.4967 0.6929 -0.0002
Base 1 18 DStlS7 Max 2.7696 1.5306 37.4445 -1.4511 2.4446 0
Base 1 18 DStlS7 Min 2.7241 1.4826 37.3947 -1.5274 2.3645 0
Base 1 18 DStlS8 Max 1.0698 0.5985 15.1255 -0.5298 0.9566 0
Base 1 18 DStlS8 Min 1.0243 0.5506 15.0758 -0.6061 0.8765 0
Base 1 18 DStlD1 1.4958 0.8208 21.5724 -0.8113 1.3094 0
Base 1 18 DStlD2 2.1486 1.1783 28.7907 -1.1647 1.8808 0
Base 2 20 Dead 2.2031 -0.3513 30.514 0.3473 1.9285 0
Base 2 20 Live 1.0191 -0.153 11.398 0.1512 0.8921 0
Base 2 20 SISMO 1 -2.3511 -0.0043 -1.7501 0.0042 -4.0704 0
Base 2 20 SISMO 2 0.0261 -2.6471 -1.4512 4.0592 0.0229 0
Base 2 20 SISMO 3 -2.3373 -0.0661 -1.7741 0.0989 -4.0472 0.0002
Base 2 20 SISMO 4 0.0082 -2.5664 -1.4198 3.9357 -0.0073 -0.0002
Base 2 20 SISMO 5 -2.3649 0.0575 -1.726 -0.0905 -4.0936 -0.0002
Base 2 20 SISMO 6 0.0441 -2.7277 -1.4825 4.1827 0.0531 0.0002
Base 2 20 LCase1 Max 0.0235 0.0265 0.0227 0.0406 0.0407 0
Base 2 20 Comb1 2.2031 -0.3513 30.514 0.3473 1.9285 0
Base 2 20 DStlS1 3.0843 -0.4919 42.7196 0.4862 2.6999 0
Base 2 20 DStlS2 4.2743 -0.6664 54.8536 0.6587 3.7417 0
Base 2 20 DStlS3 Max 4.1475 -0.5873 52.6978 4.8201 3.6452 0.0002
Base 2 20 DStlS3 Min 1.7386 -3.3725 52.3435 0.547 -0.5015 -0.0002
Base 2 20 DStlS4 Max 6.4683 2.0828 55.8917 0.7279 7.6856 0.0002
Base 2 20 DStlS4 Min 4.0593 -0.7024 55.5374 -3.5453 3.539 -0.0002
Base 2 20 DStlS5 Max 1.5862 -0.1884 19.94 4.4258 1.4031 0.0002
Base 2 20 DStlS5 Min -0.8227 -2.9736 19.5857 0.1526 -2.7436 -0.0002
Base 2 20 DStlS6 Max 3.907 2.4817 23.1339 0.3336 5.4435 0.0002
Base 2 20 DStlS6 Min 1.4981 -0.3035 22.7796 -3.9396 1.2969 -0.0002
Base 2 20 DStlS7 Max 4.1269 -0.6184 54.1404 0.678 3.6328 0
Base 2 20 DStlS7 Min 4.0799 -0.6713 54.0949 0.5968 3.5514 0
Base 2 20 DStlS8 Max 1.5657 -0.2195 21.3825 0.2837 1.3907 0
Base 2 20 DStlS8 Min 1.5186 -0.2724 21.337 0.2025 1.3093 0
Base 2 20 DStlD1 2.2031 -0.3513 30.514 0.3473 1.9285 0
Base 2 20 DStlD2 3.2222 -0.5043 41.912 0.4985 2.8207 0
Base 3 22 Dead 2.2031 0.3513 30.514 -0.3473 1.9285 0
Base 3 22 Live 1.0191 0.153 11.398 -0.1512 0.8921 0
Base 3 22 SISMO 1 -2.3511 0.0043 -1.7501 -0.0042 -4.0704 0
Base 3 22 SISMO 2 -0.0261 -2.6471 1.4512 4.0592 -0.0229 0
Base 3 22 SISMO 3 -2.3649 -0.0575 -1.726 0.0905 -4.0936 0.0002
Base 3 22 SISMO 4 -0.0082 -2.5664 1.4198 3.9357 0.0073 -0.0002
Base 3 22 SISMO 5 -2.3373 0.0661 -1.7741 -0.0989 -4.0472 -0.0002
Base 3 22 SISMO 6 -0.0441 -2.7277 1.4825 4.1827 -0.0531 0.0002
Base 3 22 LCase1 Max 0.0235 0.0265 0.0227 0.0406 0.0407 0
Base 3 22 Comb1 2.2031 0.3513 30.514 -0.3473 1.9285 0
Base 3 22 DStlS1 3.0843 0.4919 42.7196 -0.4862 2.6999 0
Base 3 22 DStlS2 4.2743 0.6664 54.8536 -0.6587 3.7417 0
Base 3 22 DStlS3 Max 4.0952 0.7109 55.6001 3.5453 3.5994 0.0002
Base 3 22 DStlS3 Min 1.7386 -2.0828 52.3435 -0.7363 -0.5015 -0.0002
Base 3 22 DStlS4 Max 6.4683 3.3725 55.8917 -0.5385 7.6856 0.0002
Base 3 22 DStlS4 Min 4.1116 0.5788 52.6351 -4.8201 3.5847 -0.0002
Analysis Results 22/04/2016
Page 20 of 34
Story Joint
Label
Unique
Name
Load
Case/Com
bo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 3 22 DStlS5 Max 1.534 0.312 22.8423 3.9396 1.3573 0.0002
Base 3 22 DStlS5 Min -0.8227 -2.4817 19.5857 -0.342 -2.7436 -0.0002
Base 3 22 DStlS6 Max 3.907 2.9736 23.1339 -0.1442 5.4435 0.0002
Base 3 22 DStlS6 Min 1.5503 0.1799 19.8773 -4.4258 1.3426 -0.0002
Base 3 22 DStlS7 Max 4.1269 0.6713 54.1404 -0.5968 3.6328 0
Base 3 22 DStlS7 Min 4.0799 0.6184 54.0949 -0.678 3.5514 0
Base 3 22 DStlS8 Max 1.5657 0.2724 21.3825 -0.2025 1.3907 0
Base 3 22 DStlS8 Min 1.5186 0.2195 21.337 -0.2837 1.3093 0
Base 3 22 DStlD1 2.2031 0.3513 30.514 -0.3473 1.9285 0
Base 3 22 DStlD2 3.2222 0.5043 41.912 -0.4985 2.8207 0
Base 4 24 Dead 1.4958 -0.8208 21.5724 0.8113 1.3094 0
Base 4 24 Live 0.6528 -0.3575 7.2183 0.3534 0.5714 0
Base 4 24 SISMO 1 -2.2724 -0.0019 -1.616 0.0018 -4.0015 0
Base 4 24 SISMO 2 -0.0027 -2.3978 1.8912 3.8128 -0.0023 0
Base 4 24 SISMO 3 -2.3689 -0.0578 -1.6407 0.0908 -4.1712 0.0002
Base 4 24 SISMO 4 0.1232 -2.3248 1.9234 3.6969 0.219 -0.0002
Base 4 24 SISMO 5 -2.1759 0.0541 -1.5913 -0.0871 -3.8318 -0.0002
Base 4 24 SISMO 6 -0.1285 -2.4708 1.859 3.9288 -0.2236 0.0002
Base 4 24 LCase1 Max 0.0227 0.024 0.0249 0.0381 0.04 0
Base 4 24 Comb1 1.4958 -0.8208 21.5724 0.8113 1.3094 0
Base 4 24 DStlS1 2.0941 -1.1491 30.2013 1.1359 1.8331 0
Base 4 24 DStlS2 2.8394 -1.5569 37.4361 1.539 2.4856 0
Base 4 24 DStlS3 Max 2.87 -1.4525 39.343 5.4181 2.6236 0.0002
Base 4 24 DStlS3 Min 0.378 -3.9774 35.7789 1.4022 -1.7666 -0.0002
Base 4 24 DStlS4 Max 5.1157 0.9642 39.0604 1.5763 6.5758 0.0002
Base 4 24 DStlS4 Min 2.6237 -1.5607 35.4962 -2.4396 2.1856 -0.0002
Base 4 24 DStlS5 Max 1.1702 -0.5204 17.024 4.4967 1.1356 0.0002
Base 4 24 DStlS5 Min -1.3218 -3.0453 13.4599 0.4809 -3.2546 -0.0002
Base 4 24 DStlS6 Max 3.4159 1.8963 16.7414 0.655 5.0878 0.0002
Base 4 24 DStlS6 Min 0.9239 -0.6286 13.1773 -3.3609 0.6976 -0.0002
Base 4 24 DStlS7 Max 2.7696 -1.4826 37.4445 1.5274 2.4446 0
Base 4 24 DStlS7 Min 2.7241 -1.5306 37.3947 1.4511 2.3645 0
Base 4 24 DStlS8 Max 1.0698 -0.5506 15.1255 0.6061 0.9566 0
Base 4 24 DStlS8 Min 1.0243 -0.5985 15.0758 0.5298 0.8765 0
Base 4 24 DStlD1 1.4958 -0.8208 21.5724 0.8113 1.3094 0
Base 4 24 DStlD2 2.1486 -1.1783 28.7907 1.1647 1.8808 0
Base 5 26 Dead -0.199 1.472 42.2789 -1.455 -0.1742 0
Base 5 26 Live -0.0903 0.7029 16.7788 -0.6948 -0.0791 0
Base 5 26 SISMO 1 -2.7399 0.0053 0.5076 -0.0052 -4.4108 0
Base 5 26 SISMO 2 0.0032 -2.4516 -1.9981 3.866 0.0028 0
Base 5 26 SISMO 3 -2.6238 -0.0138 0.4712 0.0249 -4.2239 0.0002
Base 5 26 SISMO 4 -0.1483 -2.4267 -1.9507 3.8268 -0.241 -0.0002
Base 5 26 SISMO 5 -2.856 0.0244 0.5439 -0.0353 -4.5977 -0.0002
Base 5 26 SISMO 6 0.1547 -2.4766 -2.0455 3.9053 0.2466 0.0002
Base 5 26 LCase1 Max 0.0274 0.0245 0.0206 0.0387 0.0441 0
Base 5 26 Comb1 -0.199 1.472 42.2789 -1.455 -0.1742 0
Base 5 26 DStlS1 -0.2786 2.0608 59.1904 -2.0371 -0.2439 0
Base 5 26 DStlS2 -0.3833 2.891 77.5807 -2.8577 -0.3355 0
Base 5 26 DStlS3 Max -0.2142 2.788 76.5131 1.1735 -0.0763 0.0002
Base 5 26 DStlS3 Min -3.2249 0.2871 73.9237 -2.7671 -4.9206 -0.0002
Base 5 26 DStlS4 Max 2.4872 5.2402 78.0147 -2.6965 4.2747 0.0002
Base 5 26 DStlS4 Min -0.5236 2.7392 75.4253 -6.6371 -0.5695 -0.0002
Base 5 26 DStlS5 Max 0.0154 1.0548 30.1391 2.8868 0.1247 0.0002
Base 5 26 DStlS5 Min -2.9953 -1.4462 27.5497 -1.0538 -4.7196 -0.0002
Base 5 26 DStlS6 Max 2.7168 3.5069 31.6407 -0.9832 4.4757 0.0002
Analysis Results 22/04/2016
Page 21 of 34
Story Joint
Label
Unique
Name
Load
Case/Com
bo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 5 26 DStlS6 Min -0.294 1.006 29.0513 -4.9238 -0.3685 -0.0002
Base 5 26 DStlS7 Max -0.3415 2.7882 75.9898 -2.6932 -0.2788 0
Base 5 26 DStlS7 Min -0.3963 2.7391 75.9486 -2.7705 -0.367 0
Base 5 26 DStlS8 Max -0.1119 1.0549 29.6158 -0.9799 -0.0778 0
Base 5 26 DStlS8 Min -0.1667 1.0059 29.5746 -1.0572 -0.166 0
Base 5 26 DStlD1 -0.199 1.472 42.2789 -1.455 -0.1742 0
Base 5 26 DStlD2 -0.2893 2.1748 59.0576 -2.1498 -0.2532 0
Base 6 28 Dead -0.2506 -0.6235 62.4115 0.6164 -0.2194 0
Base 6 28 Live -0.1162 -0.2984 26.7049 0.2949 -0.1017 0
Base 6 28 SISMO 1 -2.8024 -0.0022 0.558 0.0021 -4.4654 0
Base 6 28 SISMO 2 -0.0011 -2.6693 -1.349 4.0812 -0.001 0
Base 6 28 SISMO 3 -2.787 -0.0228 0.544 0.0337 -4.4409 0.0002
Base 6 28 SISMO 4 -0.0211 -2.6424 -1.3308 4.04 -0.033 -0.0002
Base 6 28 SISMO 5 -2.8177 0.0184 0.5719 -0.0294 -4.49 -0.0002
Base 6 28 SISMO 6 0.019 -2.6962 -1.3671 4.1224 0.0311 0.0002
Base 6 28 LCase1 Max 0.028 0.0267 0.0146 0.0408 0.0447 0
Base 6 28 Comb1 -0.2506 -0.6235 62.4115 0.6164 -0.2194 0
Base 6 28 DStlS1 -0.3508 -0.873 87.376 0.8629 -0.3071 0
Base 6 28 DStlS2 -0.4866 -1.2256 117.6216 1.2115 -0.4259 0
Base 6 28 DStlS3 Max -0.448 -1.1529 114.6528 5.2802 -0.3777 0.0002
Base 6 28 DStlS3 Min -3.2847 -3.8675 112.7138 1.1284 -4.8988 -0.0002
Base 6 28 DStlS4 Max 2.3507 1.5248 115.4481 1.1873 4.0812 0.0002
Base 6 28 DStlS4 Min -0.4859 -1.1897 113.5091 -2.9645 -0.4399 -0.0002
Base 6 28 DStlS5 Max -0.1565 -0.418 44.2599 4.5538 -0.1225 0.0002
Base 6 28 DStlS5 Min -2.9931 -3.1326 42.3209 0.402 -4.6435 -0.0002
Base 6 28 DStlS6 Max 2.6423 2.2597 45.0552 0.4609 4.3364 0.0002
Base 6 28 DStlS6 Min -0.1944 -0.4549 43.1161 -3.6909 -0.1846 -0.0002
Base 6 28 DStlS7 Max -0.4389 -1.1446 114.0955 1.1987 -0.3641 0
Base 6 28 DStlS7 Min -0.495 -1.198 114.0663 1.117 -0.4535 0
Base 6 28 DStlS8 Max -0.1474 -0.4098 43.7026 0.4723 -0.1089 0
Base 6 28 DStlS8 Min -0.2034 -0.4632 43.6734 0.3906 -0.1982 0
Base 6 28 DStlD1 -0.2506 -0.6235 62.4115 0.6164 -0.2194 0
Base 6 28 DStlD2 -0.3667 -0.9219 89.1164 0.9113 -0.321 0
Base 7 30 Dead -0.2506 0.6235 62.4115 -0.6164 -0.2194 0
Base 7 30 Live -0.1162 0.2984 26.7049 -0.2949 -0.1017 0
Base 7 30 SISMO 1 -2.8024 0.0022 0.558 -0.0021 -4.4654 0
Base 7 30 SISMO 2 0.0011 -2.6693 1.349 4.0812 0.001 0
Base 7 30 SISMO 3 -2.8177 -0.0184 0.5719 0.0294 -4.49 0.0002
Base 7 30 SISMO 4 0.0211 -2.6424 1.3308 4.04 0.033 -0.0002
Base 7 30 SISMO 5 -2.787 0.0228 0.544 -0.0337 -4.4409 -0.0002
Base 7 30 SISMO 6 -0.019 -2.6962 1.3671 4.1224 -0.0311 0.0002
Base 7 30 LCase1 Max 0.028 0.0267 0.0146 0.0408 0.0447 0
Base 7 30 Comb1 -0.2506 0.6235 62.4115 -0.6164 -0.2194 0
Base 7 30 DStlS1 -0.3508 0.873 87.376 -0.8629 -0.3071 0
Base 7 30 DStlS2 -0.4866 1.2256 117.6216 -1.2115 -0.4259 0
Base 7 30 DStlS3 Max -0.4459 1.1941 115.4481 2.9645 -0.3758 0.0002
Base 7 30 DStlS3 Min -3.2847 -1.5248 114.625 -1.1915 -4.8988 -0.0002
Base 7 30 DStlS4 Max 2.3507 3.8675 113.5369 -1.1241 4.0812 0.0002
Base 7 30 DStlS4 Min -0.4881 1.1485 112.7138 -5.2802 -0.4418 -0.0002
Base 7 30 DStlS5 Max -0.1543 0.4593 45.0552 3.6909 -0.1205 0.0002
Base 7 30 DStlS5 Min -2.9931 -2.2597 44.2321 -0.4652 -4.6435 -0.0002
Base 7 30 DStlS6 Max 2.6423 3.1326 43.144 -0.3977 4.3364 0.0002
Base 7 30 DStlS6 Min -0.1965 0.4137 42.3209 -4.5538 -0.1865 -0.0002
Base 7 30 DStlS7 Max -0.4389 1.198 114.0955 -1.117 -0.3641 0
Base 7 30 DStlS7 Min -0.495 1.1446 114.0663 -1.1987 -0.4535 0
Analysis Results 22/04/2016
Page 22 of 34
Story Joint
Label
Unique
Name
Load
Case/Com
bo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 7 30 DStlS8 Max -0.1474 0.4632 43.7026 -0.3906 -0.1089 0
Base 7 30 DStlS8 Min -0.2034 0.4098 43.6734 -0.4723 -0.1982 0
Base 7 30 DStlD1 -0.2506 0.6235 62.4115 -0.6164 -0.2194 0
Base 7 30 DStlD2 -0.3667 0.9219 89.1164 -0.9113 -0.321 0
Base 8 32 Dead -0.199 -1.472 42.2789 1.455 -0.1742 0
Base 8 32 Live -0.0903 -0.7029 16.7788 0.6948 -0.0791 0
Base 8 32 SISMO 1 -2.7399 -0.0053 0.5076 0.0052 -4.4108 0
Base 8 32 SISMO 2 -0.0032 -2.4516 1.9981 3.866 -0.0028 0
Base 8 32 SISMO 3 -2.856 -0.0244 0.5439 0.0353 -4.5977 0.0002
Base 8 32 SISMO 4 0.1483 -2.4267 1.9507 3.8268 0.241 -0.0002
Base 8 32 SISMO 5 -2.6238 0.0138 0.4712 -0.0249 -4.2239 -0.0002
Base 8 32 SISMO 6 -0.1547 -2.4766 2.0455 3.9053 -0.2466 0.0002
Base 8 32 LCase1 Max 0.0274 0.0245 0.0206 0.0387 0.0441 0
Base 8 32 Comb1 -0.199 -1.472 42.2789 1.455 -0.1742 0
Base 8 32 DStlS1 -0.2786 -2.0608 59.1904 2.0371 -0.2439 0
Base 8 32 DStlS2 -0.3833 -2.891 77.5807 2.8577 -0.3355 0
Base 8 32 DStlS3 Max -0.2206 -2.7498 78.0147 6.6371 -0.082 0.0002
Base 8 32 DStlS3 Min -3.2249 -5.2402 76.4404 2.707 -4.9206 -0.0002
Base 8 32 DStlS4 Max 2.4872 -0.2871 75.498 2.7567 4.2747 0.0002
Base 8 32 DStlS4 Min -0.5171 -2.7775 73.9237 -1.1735 -0.5639 -0.0002
Base 8 32 DStlS5 Max 0.009 -1.0166 31.6407 4.9238 0.119 0.0002
Base 8 32 DStlS5 Min -2.9953 -3.5069 30.0664 0.9937 -4.7196 -0.0002
Base 8 32 DStlS6 Max 2.7168 1.4462 29.124 1.0434 4.4757 0.0002
Base 8 32 DStlS6 Min -0.2875 -1.0442 27.5497 -2.8868 -0.3629 -0.0002
Base 8 32 DStlS7 Max -0.3415 -2.7391 75.9898 2.7705 -0.2788 0
Base 8 32 DStlS7 Min -0.3963 -2.7882 75.9486 2.6932 -0.367 0
Base 8 32 DStlS8 Max -0.1119 -1.0059 29.6158 1.0572 -0.0778 0
Base 8 32 DStlS8 Min -0.1667 -1.0549 29.5746 0.9799 -0.166 0
Base 8 32 DStlD1 -0.199 -1.472 42.2789 1.455 -0.1742 0
Base 8 32 DStlD2 -0.2893 -2.1748 59.0576 2.1498 -0.2532 0
Base 9 34 Dead 0.199 1.472 42.2789 -1.455 0.1742 0
Base 9 34 Live 0.0903 0.7029 16.7788 -0.6948 0.0791 0
Base 9 34 SISMO 1 -2.7399 -0.0053 -0.5076 0.0052 -4.4108 0
Base 9 34 SISMO 2 -0.0032 -2.4516 -1.9981 3.866 -0.0028 0
Base 9 34 SISMO 3 -2.6238 0.0138 -0.4712 -0.0249 -4.2239 0.0002
Base 9 34 SISMO 4 -0.1547 -2.4766 -2.0455 3.9053 -0.2466 -0.0002
Base 9 34 SISMO 5 -2.856 -0.0244 -0.5439 0.0353 -4.5977 -0.0002
Base 9 34 SISMO 6 0.1483 -2.4267 -1.9507 3.8268 0.241 0.0002
Base 9 34 LCase1 Max 0.0274 0.0245 0.0206 0.0387 0.0441 0
Base 9 34 Comb1 0.199 1.472 42.2789 -1.455 0.1742 0
Base 9 34 DStlS1 0.2786 2.0608 59.1904 -2.0371 0.2439 0
Base 9 34 DStlS2 0.3833 2.891 77.5807 -2.8577 0.3355 0
Base 9 34 DStlS3 Max 0.5171 2.7775 75.498 1.1735 0.5639 0.0002
Base 9 34 DStlS3 Min -2.4872 0.2871 73.9237 -2.7567 -4.2747 -0.0002
Base 9 34 DStlS4 Max 3.2249 5.2402 78.0147 -2.707 4.9206 0.0002
Base 9 34 DStlS4 Min 0.2206 2.7498 76.4404 -6.6371 0.082 -0.0002
Base 9 34 DStlS5 Max 0.2875 1.0442 29.124 2.8868 0.3629 0.0002
Base 9 34 DStlS5 Min -2.7168 -1.4462 27.5497 -1.0434 -4.4757 -0.0002
Base 9 34 DStlS6 Max 2.9953 3.5069 31.6407 -0.9937 4.7196 0.0002
Base 9 34 DStlS6 Min -0.009 1.0166 30.0664 -4.9238 -0.119 -0.0002
Base 9 34 DStlS7 Max 0.3963 2.7882 75.9898 -2.6932 0.367 0
Base 9 34 DStlS7 Min 0.3415 2.7391 75.9486 -2.7705 0.2788 0
Base 9 34 DStlS8 Max 0.1667 1.0549 29.6158 -0.9799 0.166 0
Base 9 34 DStlS8 Min 0.1119 1.0059 29.5746 -1.0572 0.0778 0
Base 9 34 DStlD1 0.199 1.472 42.2789 -1.455 0.1742 0
Analysis Results 22/04/2016
Page 23 of 34
Story Joint
Label
Unique
Name
Load
Case/Com
bo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 9 34 DStlD2 0.2893 2.1748 59.0576 -2.1498 0.2532 0
Base 10 36 Dead 0.2506 -0.6235 62.4115 0.6164 0.2194 0
Base 10 36 Live 0.1162 -0.2984 26.7049 0.2949 0.1017 0
Base 10 36 SISMO 1 -2.8024 0.0022 -0.558 -0.0021 -4.4654 0
Base 10 36 SISMO 2 0.0011 -2.6693 -1.349 4.0812 0.001 0
Base 10 36 SISMO 3 -2.787 0.0228 -0.544 -0.0337 -4.4409 0.0002
Base 10 36 SISMO 4 -0.019 -2.6962 -1.3671 4.1224 -0.0311 -0.0002
Base 10 36 SISMO 5 -2.8177 -0.0184 -0.5719 0.0294 -4.49 -0.0002
Base 10 36 SISMO 6 0.0211 -2.6424 -1.3308 4.04 0.033 0.0002
Base 10 36 LCase1 Max 0.028 0.0267 0.0146 0.0408 0.0447 0
Base 10 36 Comb1 0.2506 -0.6235 62.4115 0.6164 0.2194 0
Base 10 36 DStlS1 0.3508 -0.873 87.376 0.8629 0.3071 0
Base 10 36 DStlS2 0.4866 -1.2256 117.6216 1.2115 0.4259 0
Base 10 36 DStlS3 Max 0.4881 -1.1485 113.5369 5.2802 0.4418 0.0002
Base 10 36 DStlS3 Min -2.3507 -3.8675 112.7138 1.1241 -4.0812 -0.0002
Base 10 36 DStlS4 Max 3.2847 1.5248 115.4481 1.1915 4.8988 0.0002
Base 10 36 DStlS4 Min 0.4459 -1.1941 114.625 -2.9645 0.3758 -0.0002
Base 10 36 DStlS5 Max 0.1965 -0.4137 43.144 4.5538 0.1865 0.0002
Base 10 36 DStlS5 Min -2.6423 -3.1326 42.3209 0.3977 -4.3364 -0.0002
Base 10 36 DStlS6 Max 2.9931 2.2597 45.0552 0.4652 4.6435 0.0002
Base 10 36 DStlS6 Min 0.1543 -0.4593 44.2321 -3.6909 0.1205 -0.0002
Base 10 36 DStlS7 Max 0.495 -1.1446 114.0955 1.1987 0.4535 0
Base 10 36 DStlS7 Min 0.4389 -1.198 114.0663 1.117 0.3641 0
Base 10 36 DStlS8 Max 0.2034 -0.4098 43.7026 0.4723 0.1982 0
Base 10 36 DStlS8 Min 0.1474 -0.4632 43.6734 0.3906 0.1089 0
Base 10 36 DStlD1 0.2506 -0.6235 62.4115 0.6164 0.2194 0
Base 10 36 DStlD2 0.3667 -0.9219 89.1164 0.9113 0.321 0
Base 11 38 Dead 0.2506 0.6235 62.4115 -0.6164 0.2194 0
Base 11 38 Live 0.1162 0.2984 26.7049 -0.2949 0.1017 0
Base 11 38 SISMO 1 -2.8024 -0.0022 -0.558 0.0021 -4.4654 0
Base 11 38 SISMO 2 -0.0011 -2.6693 1.349 4.0812 -0.001 0
Base 11 38 SISMO 3 -2.8177 0.0184 -0.5719 -0.0294 -4.49 0.0002
Base 11 38 SISMO 4 0.019 -2.6962 1.3671 4.1224 0.0311 -0.0002
Base 11 38 SISMO 5 -2.787 -0.0228 -0.544 0.0337 -4.4409 -0.0002
Base 11 38 SISMO 6 -0.0211 -2.6424 1.3308 4.04 -0.033 0.0002
Base 11 38 LCase1 Max 0.028 0.0267 0.0146 0.0408 0.0447 0
Base 11 38 Comb1 0.2506 0.6235 62.4115 -0.6164 0.2194 0
Base 11 38 DStlS1 0.3508 0.873 87.376 -0.8629 0.3071 0
Base 11 38 DStlS2 0.4866 1.2256 117.6216 -1.2115 0.4259 0
Base 11 38 DStlS3 Max 0.4859 1.1897 115.4481 2.9645 0.4399 0.0002
Base 11 38 DStlS3 Min -2.3507 -1.5248 113.509 -1.1873 -4.0812 -0.0002
Base 11 38 DStlS4 Max 3.2847 3.8675 114.6528 -1.1284 4.8988 0.0002
Base 11 38 DStlS4 Min 0.448 1.1529 112.7138 -5.2802 0.3777 -0.0002
Base 11 38 DStlS5 Max 0.1944 0.4549 45.0552 3.6909 0.1846 0.0002
Base 11 38 DStlS5 Min -2.6423 -2.2597 43.1161 -0.4609 -4.3364 -0.0002
Base 11 38 DStlS6 Max 2.9931 3.1326 44.2599 -0.402 4.6435 0.0002
Base 11 38 DStlS6 Min 0.1565 0.418 42.3209 -4.5538 0.1225 -0.0002
Base 11 38 DStlS7 Max 0.495 1.198 114.0955 -1.117 0.4535 0
Base 11 38 DStlS7 Min 0.4389 1.1446 114.0663 -1.1987 0.3641 0
Base 11 38 DStlS8 Max 0.2034 0.4632 43.7026 -0.3906 0.1982 0
Base 11 38 DStlS8 Min 0.1474 0.4098 43.6734 -0.4723 0.1089 0
Base 11 38 DStlD1 0.2506 0.6235 62.4115 -0.6164 0.2194 0
Base 11 38 DStlD2 0.3667 0.9219 89.1164 -0.9113 0.321 0
Base 12 40 Dead 0.199 -1.472 42.2789 1.455 0.1742 0
Base 12 40 Live 0.0903 -0.7029 16.7788 0.6948 0.0791 0
Analysis Results 22/04/2016
Page 24 of 34
Story Joint
Label
Unique
Name
Load
Case/Com
bo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 12 40 SISMO 1 -2.7399 0.0053 -0.5076 -0.0052 -4.4108 0
Base 12 40 SISMO 2 0.0032 -2.4516 1.9981 3.866 0.0028 0
Base 12 40 SISMO 3 -2.856 0.0244 -0.5439 -0.0353 -4.5977 0.0002
Base 12 40 SISMO 4 0.1547 -2.4766 2.0455 3.9053 0.2466 -0.0002
Base 12 40 SISMO 5 -2.6238 -0.0138 -0.4712 0.0249 -4.2239 -0.0002
Base 12 40 SISMO 6 -0.1483 -2.4267 1.9507 3.8268 -0.241 0.0002
Base 12 40 LCase1 Max 0.0274 0.0245 0.0206 0.0387 0.0441 0
Base 12 40 Comb1 0.199 -1.472 42.2789 1.455 0.1742 0
Base 12 40 DStlS1 0.2786 -2.0608 59.1904 2.0371 0.2439 0
Base 12 40 DStlS2 0.3833 -2.891 77.5807 2.8577 0.3355 0
Base 12 40 DStlS3 Max 0.5236 -2.7392 78.0147 6.6371 0.5695 0.0002
Base 12 40 DStlS3 Min -2.4872 -5.2402 75.4253 2.6965 -4.2747 -0.0002
Base 12 40 DStlS4 Max 3.2249 -0.2871 76.5131 2.7671 4.9206 0.0002
Base 12 40 DStlS4 Min 0.2142 -2.788 73.9237 -1.1735 0.0763 -0.0002
Base 12 40 DStlS5 Max 0.294 -1.006 31.6407 4.9238 0.3685 0.0002
Base 12 40 DStlS5 Min -2.7168 -3.5069 29.0513 0.9832 -4.4757 -0.0002
Base 12 40 DStlS6 Max 2.9953 1.4462 30.1391 1.0538 4.7196 0.0002
Base 12 40 DStlS6 Min -0.0154 -1.0548 27.5497 -2.8868 -0.1247 -0.0002
Base 12 40 DStlS7 Max 0.3963 -2.7391 75.9898 2.7705 0.367 0
Base 12 40 DStlS7 Min 0.3415 -2.7882 75.9486 2.6932 0.2788 0
Base 12 40 DStlS8 Max 0.1667 -1.0059 29.6158 1.0572 0.166 0
Base 12 40 DStlS8 Min 0.1119 -1.0549 29.5746 0.9799 0.0778 0
Base 12 40 DStlD1 0.199 -1.472 42.2789 1.455 0.1742 0
Base 12 40 DStlD2 0.2893 -2.1748 59.0576 2.1498 0.2532 0
Base 13 42 Dead -1.4958 0.8208 21.5724 -0.8113 -1.3094 0
Base 13 42 Live -0.6528 0.3575 7.2183 -0.3534 -0.5714 0
Base 13 42 SISMO 1 -2.2724 -0.0019 1.616 0.0018 -4.0015 0
Base 13 42 SISMO 2 -0.0027 -2.3978 -1.8912 3.8128 -0.0023 0
Base 13 42 SISMO 3 -2.1759 0.0541 1.5913 -0.0871 -3.8318 0.0002
Base 13 42 SISMO 4 -0.1285 -2.4708 -1.859 3.9288 -0.2236 -0.0002
Base 13 42 SISMO 5 -2.3689 -0.0578 1.6407 0.0908 -4.1712 -0.0002
Base 13 42 SISMO 6 0.1232 -2.3248 -1.9234 3.6969 0.219 0.0002
Base 13 42 LCase1 Max 0.0227 0.024 0.0249 0.0381 0.04 0
Base 13 42 Comb1 -1.4958 0.8208 21.5724 -0.8113 -1.3094 0
Base 13 42 DStlS1 -2.0941 1.1491 30.2013 -1.1359 -1.8331 0
Base 13 42 DStlS2 -2.8394 1.5569 37.4361 -1.539 -2.4856 0
Base 13 42 DStlS3 Max -2.6237 1.5607 39.0604 2.4396 -2.1856 0.0002
Base 13 42 DStlS3 Min -5.1157 -0.9642 35.4962 -1.5763 -6.5758 -0.0002
Base 13 42 DStlS4 Max -0.378 3.9774 39.343 -1.4022 1.7666 0.0002
Base 13 42 DStlS4 Min -2.87 1.4525 35.7789 -5.4181 -2.6236 -0.0002
Base 13 42 DStlS5 Max -0.9239 0.6286 16.7414 3.3609 -0.6976 0.0002
Base 13 42 DStlS5 Min -3.4159 -1.8963 13.1773 -0.655 -5.0878 -0.0002
Base 13 42 DStlS6 Max 1.3218 3.0453 17.024 -0.4809 3.2546 0.0002
Base 13 42 DStlS6 Min -1.1702 0.5204 13.4599 -4.4967 -1.1356 -0.0002
Base 13 42 DStlS7 Max -2.7241 1.5306 37.4445 -1.4511 -2.3645 0
Base 13 42 DStlS7 Min -2.7696 1.4826 37.3947 -1.5274 -2.4446 0
Base 13 42 DStlS8 Max -1.0243 0.5985 15.1255 -0.5298 -0.8765 0
Base 13 42 DStlS8 Min -1.0698 0.5506 15.0758 -0.6061 -0.9566 0
Base 13 42 DStlD1 -1.4958 0.8208 21.5724 -0.8113 -1.3094 0
Base 13 42 DStlD2 -2.1486 1.1783 28.7907 -1.1647 -1.8808 0
Base 14 44 Dead -2.2031 -0.3513 30.514 0.3473 -1.9285 0
Base 14 44 Live -1.0191 -0.153 11.398 0.1512 -0.8921 0
Base 14 44 SISMO 1 -2.3511 0.0043 1.7501 -0.0042 -4.0704 0
Base 14 44 SISMO 2 -0.0261 -2.6471 -1.4512 4.0592 -0.0229 0
Base 14 44 SISMO 3 -2.3373 0.0661 1.7741 -0.0989 -4.0472 0.0002
Analysis Results 22/04/2016
Page 25 of 34
Story Joint
Label
Unique
Name
Load
Case/Com
bo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 14 44 SISMO 4 -0.0441 -2.7277 -1.4825 4.1827 -0.0531 -0.0002
Base 14 44 SISMO 5 -2.3649 -0.0575 1.726 0.0905 -4.0936 -0.0002
Base 14 44 SISMO 6 -0.0082 -2.5664 -1.4198 3.9357 0.0073 0.0002
Base 14 44 LCase1 Max 0.0235 0.0265 0.0227 0.0406 0.0407 0
Base 14 44 Comb1 -2.2031 -0.3513 30.514 0.3473 -1.9285 0
Base 14 44 DStlS1 -3.0843 -0.4919 42.7196 0.4862 -2.6999 0
Base 14 44 DStlS2 -4.2743 -0.6664 54.8536 0.6587 -3.7417 0
Base 14 44 DStlS3 Max -4.1116 -0.5788 55.8917 4.8201 -3.5847 0.0002
Base 14 44 DStlS3 Min -6.4683 -3.3725 52.6351 0.5385 -7.6856 -0.0002
Base 14 44 DStlS4 Max -1.7386 2.0828 55.6001 0.7363 0.5015 0.0002
Base 14 44 DStlS4 Min -4.0952 -0.7109 52.3435 -3.5453 -3.5994 -0.0002
Base 14 44 DStlS5 Max -1.5503 -0.1799 23.1339 4.4258 -1.3426 0.0002
Base 14 44 DStlS5 Min -3.907 -2.9736 19.8773 0.1442 -5.4435 -0.0002
Base 14 44 DStlS6 Max 0.8227 2.4817 22.8423 0.342 2.7436 0.0002
Base 14 44 DStlS6 Min -1.534 -0.312 19.5857 -3.9396 -1.3573 -0.0002
Base 14 44 DStlS7 Max -4.0799 -0.6184 54.1404 0.678 -3.5514 0
Base 14 44 DStlS7 Min -4.1269 -0.6713 54.0949 0.5968 -3.6328 0
Base 14 44 DStlS8 Max -1.5186 -0.2195 21.3825 0.2837 -1.3093 0
Base 14 44 DStlS8 Min -1.5657 -0.2724 21.337 0.2025 -1.3907 0
Base 14 44 DStlD1 -2.2031 -0.3513 30.514 0.3473 -1.9285 0
Base 14 44 DStlD2 -3.2222 -0.5043 41.912 0.4985 -2.8207 0
Base 15 46 Dead -2.2031 0.3513 30.514 -0.3473 -1.9285 0
Base 15 46 Live -1.0191 0.153 11.398 -0.1512 -0.8921 0
Base 15 46 SISMO 1 -2.3511 -0.0043 1.7501 0.0042 -4.0704 0
Base 15 46 SISMO 2 0.0261 -2.6471 1.4512 4.0592 0.0229 0
Base 15 46 SISMO 3 -2.3649 0.0575 1.726 -0.0905 -4.0936 0.0002
Base 15 46 SISMO 4 0.0441 -2.7277 1.4825 4.1827 0.0531 -0.0002
Base 15 46 SISMO 5 -2.3373 -0.0661 1.7741 0.0989 -4.0472 -0.0002
Base 15 46 SISMO 6 0.0082 -2.5664 1.4198 3.9357 -0.0073 0.0002
Base 15 46 LCase1 Max 0.0235 0.0265 0.0227 0.0406 0.0407 0
Base 15 46 Comb1 -2.2031 0.3513 30.514 -0.3473 -1.9285 0
Base 15 46 DStlS1 -3.0843 0.4919 42.7196 -0.4862 -2.6999 0
Base 15 46 DStlS2 -4.2743 0.6664 54.8536 -0.6587 -3.7417 0
Base 15 46 DStlS3 Max -4.0593 0.7024 55.8917 3.5453 -3.539 0.0002
Base 15 46 DStlS3 Min -6.4683 -2.0828 55.5374 -0.7279 -7.6856 -0.0002
Base 15 46 DStlS4 Max -1.7386 3.3725 52.6978 -0.547 0.5015 0.0002
Base 15 46 DStlS4 Min -4.1475 0.5873 52.3435 -4.8201 -3.6452 -0.0002
Base 15 46 DStlS5 Max -1.4981 0.3035 23.1339 3.9396 -1.2969 0.0002
Base 15 46 DStlS5 Min -3.907 -2.4817 22.7796 -0.3336 -5.4435 -0.0002
Base 15 46 DStlS6 Max 0.8227 2.9736 19.94 -0.1526 2.7436 0.0002
Base 15 46 DStlS6 Min -1.5862 0.1884 19.5857 -4.4258 -1.4031 -0.0002
Base 15 46 DStlS7 Max -4.0799 0.6713 54.1404 -0.5968 -3.5514 0
Base 15 46 DStlS7 Min -4.1269 0.6184 54.0949 -0.678 -3.6328 0
Base 15 46 DStlS8 Max -1.5186 0.2724 21.3825 -0.2025 -1.3093 0
Base 15 46 DStlS8 Min -1.5657 0.2195 21.337 -0.2837 -1.3907 0
Base 15 46 DStlD1 -2.2031 0.3513 30.514 -0.3473 -1.9285 0
Base 15 46 DStlD2 -3.2222 0.5043 41.912 -0.4985 -2.8207 0
Base 16 48 Dead -1.4958 -0.8208 21.5724 0.8113 -1.3094 0
Base 16 48 Live -0.6528 -0.3575 7.2183 0.3534 -0.5714 0
Base 16 48 SISMO 1 -2.2724 0.0019 1.616 -0.0018 -4.0015 0
Base 16 48 SISMO 2 0.0027 -2.3978 1.8912 3.8128 0.0023 0
Base 16 48 SISMO 3 -2.3689 0.0578 1.6407 -0.0908 -4.1712 0.0002
Base 16 48 SISMO 4 0.1285 -2.4708 1.859 3.9288 0.2236 -0.0002
Base 16 48 SISMO 5 -2.1759 -0.0541 1.5913 0.0871 -3.8318 -0.0002
Base 16 48 SISMO 6 -0.1232 -2.3248 1.9234 3.6969 -0.219 0.0002
Analysis Results 22/04/2016
Page 26 of 34
Story Joint
Label
Unique
Name
Load
Case/Com
bo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 16 48 LCase1 Max 0.0227 0.024 0.0249 0.0381 0.04 0
Base 16 48 Comb1 -1.4958 -0.8208 21.5724 0.8113 -1.3094 0
Base 16 48 DStlS1 -2.0941 -1.1491 30.2013 1.1359 -1.8331 0
Base 16 48 DStlS2 -2.8394 -1.5569 37.4361 1.539 -2.4856 0
Base 16 48 DStlS3 Max -2.6184 -1.4487 39.343 5.4181 -2.1809 0.0002
Base 16 48 DStlS3 Min -5.1157 -3.9774 39.011 1.3985 -6.5758 -0.0002
Base 16 48 DStlS4 Max -0.378 0.9642 35.8283 1.58 1.7666 0.0002
Base 16 48 DStlS4 Min -2.8753 -1.5644 35.4962 -2.4396 -2.6282 -0.0002
Base 16 48 DStlS5 Max -0.9186 -0.5167 17.024 4.4967 -0.6929 0.0002
Base 16 48 DStlS5 Min -3.4159 -3.0453 16.692 0.4772 -5.0878 -0.0002
Base 16 48 DStlS6 Max 1.3218 1.8963 13.5093 0.6587 3.2546 0.0002
Base 16 48 DStlS6 Min -1.1755 -0.6324 13.1773 -3.3609 -1.1402 -0.0002
Base 16 48 DStlS7 Max -2.7241 -1.4826 37.4445 1.5274 -2.3645 0
Base 16 48 DStlS7 Min -2.7696 -1.5306 37.3947 1.4511 -2.4446 0
Base 16 48 DStlS8 Max -1.0243 -0.5506 15.1255 0.6061 -0.8765 0
Base 16 48 DStlS8 Min -1.0698 -0.5985 15.0758 0.5298 -0.9566 0
Base 16 48 DStlD1 -1.4958 -0.8208 21.5724 0.8113 -1.3094 0
Base 16 48 DStlD2 -2.1486 -1.1783 28.7907 1.1647 -1.8808 0
5.4 Modal Results
Table 5.8 - Modal Periods and Frequencies
Case Mode Period
sec
Frequenc
y
cyc/sec
Circular
Frequenc
y
rad/sec
Eigenvalu
e
rad²/sec²
Modal 1 0.121 8.298 52.1362 2718.1873
Modal 2 0.084 11.87 74.579 5562.033
Modal 3 0.078 12.778 80.2879 6446.146
Modal 4 0.003 302.774 1902.3855 3619071
Modal 5 0.003 323.296 2031.3297 4126301
Modal 6 0.003 326.072 2048.7689 4197454
Modal 7 0.003 331.291 2081.5618 4332900
Modal 8 0.003 348.714 2191.0348 4800633
Modal 9 0.003 359.264 2257.3206 5095496
Modal 10 0.003 369.282 2320.2647 5383628
Modal 11 0.003 394.748 2480.2761 6151770
Modal 12 0.002 401.099 2520.1808 6351311
Table 5.9 - Modal Participating Mass Ratios (Part 1 of 2)
Case Mode Period
sec UX UY UZ Sum UX Sum UY Sum UZ
Modal 1 0.121 0 1 0 0 1 0
Modal 2 0.084 0 0 0 0 1 0
Modal 3 0.078 1 0 0 1 1 0
Modal 4 0.003 0 0 0 1 1 0
Modal 5 0.003 0 0 0 1 1 0
Modal 6 0.003 0 0 0 1 1 0
Modal 7 0.003 0 0 0 1 1 0
Modal 8 0.003 0 0 0 1 1 0
Modal 9 0.003 0 0 0 1 1 0
Modal 10 0.003 0 0 0 1 1 0
Modal 11 0.003 0 0 0 1 1 0
Modal 12 0.002 0 0 0 1 1 0
Analysis Results 22/04/2016
Page 27 of 34
Table 5.9 - Modal Participating Mass Ratios (Part 2 of 2)
Case Mode RX RY RZ Sum RX Sum RY Sum RZ
Modal 1 1 0 0 1 0 0
Modal 2 0 0 1 1 0 1
Modal 3 0 1 0 1 1 1
Modal 4 0 0 0 1 1 1
Modal 5 0 0 0 1 1 1
Modal 6 0 0 0 1 1 1
Modal 7 0 0 0 1 1 1
Modal 8 0 0 0 1 1 1
Modal 9 0 0 0 1 1 1
Modal 10 0 0 0 1 1 1
Modal 11 0 0 0 1 1 1
Modal 12 0 0 0 1 1 1
Table 5.10 - Modal Load Participation Ratios
Case Item Type Item Static
%
Dynamic
%
Modal Acceleration UX 100 100
Modal Acceleration UY 100 100
Modal Acceleration UZ 0 0
Table 5.11 - Modal Direction Factors
Case Mode Period
sec UX UY UZ RZ
Modal 1 0.121 0 1 0 0
Modal 2 0.084 0 0 0 1
Modal 3 0.078 1 0 0 0
Modal 4 0.003 0 0 0 1
Modal 5 0.003 0 0 0 1
Modal 6 0.003 0 1 0 0
Modal 7 0.003 0 1 0 0
Modal 8 0.003 1 0 0 0
Modal 9 0.003 0 0 0 1
Modal 10 0.003 0 0 0 1
Modal 11 0.003 0 0 0 1
Modal 12 0.002 0 0 0 1
Design Data 22/04/2016
Page 28 of 34
6 Design Data
This chapter provides design data and results.
6.1 Steel Frame Design
Table 6.1 - Steel Frame Preferences - AISC 360-10
Item Value
Multi-Response
Design
Step-by-
Step - All
Frame Type SMF
Seismic Design Grade D
Importance Factor 1
Design System Rho 1
Design System Sds 1
Design System R 8
Design System
Omega0 3
Design System Cd 5.5
Design Provision LRFD
Analysis Method Direct
Analysis
Second Order Method General 2nd
Order
Stiffness Reduction
Method Tau-b Fixed
Phi (Bending) 0.9
Phi (Compression) 0.9
Phi (Tension-Yielding) 0.9
Phi (Tension-
Fracture) 0.75
Phi (Shear) 0.9
Phi (Shear-Short
Webbed Rolled I) 1
Phi (Torsion) 0.9
Ignore Seismic Code? No
Ignore Special
Seismic Load? No
Doubler Plate Plug-
Welded? Yes
HSS Welding Type ERW
Reduced HSS
Thickness No
Consider Deflection? Yes
DL Ratio 120
SDL+LL Ratio 120
LL Ratio 360
Total Ratio 240
Total Camber Limit 240
Pattern Live Load
Factor 0.75
D/C Ratio Limit 0.95
Table 6.2 - Steel Frame Overwrites - AISC 360-10 (Part 1 of 5)
Story Label Unique
Name
Design
Type
Design
Section Frame Type Omega0
Check
Deflectio
n?
Deflectio
n Type DL Ratio
SDL+LL
Ratio LL Ratio
Story1 C1 25 Column Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 C2 26 Column Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 C3 27 Column Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 C4 28 Column Program Special Moment 3 Yes Ratio 120 120 360
Design Data 22/04/2016
Page 29 of 34
Story Label Unique
Name
Design
Type
Design
Section Frame Type Omega0
Check
Deflectio
n?
Deflectio
n Type DL Ratio
SDL+LL
Ratio LL Ratio
Determined Frame, SMF
Story1 C5 29 Column Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 C6 30 Column Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 C7 31 Column Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 C8 32 Column Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 C9 33 Column Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 C10 34 Column Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 C11 35 Column Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 C12 36 Column Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 C13 37 Column Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 C14 38 Column Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 C15 39 Column Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 C16 40 Column Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 B1 41 Beam Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 B2 42 Beam Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 B3 43 Beam Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 B4 44 Beam Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 B5 45 Beam Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 B6 46 Beam Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 B7 47 Beam Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 B8 48 Beam Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 B9 49 Beam Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 B10 50 Beam Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 B11 51 Beam Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 B12 52 Beam Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 B13 53 Beam Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 B14 54 Beam Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 B15 55 Beam Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 B16 56 Beam Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 B17 57 Beam Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 B18 58 Beam Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 B19 59 Beam Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 B20 60 Beam Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 B21 61 Beam Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 B22 62 Beam Program Special Moment 3 Yes Ratio 120 120 360
Design Data 22/04/2016
Page 30 of 34
Story Label Unique
Name
Design
Type
Design
Section Frame Type Omega0
Check
Deflectio
n?
Deflectio
n Type DL Ratio
SDL+LL
Ratio LL Ratio
Determined Frame, SMF
Story1 B23 63 Beam Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Story1 B24 64 Beam Program
Determined
Special Moment
Frame, SMF 3 Yes Ratio 120 120 360
Table 6.2 - Steel Frame Overwrites - AISC 360-10 (Part 2 of 5)
Story Label Unique
Name
Total
Ratio
Camber
Ratio
DL
Absolute
mm
SDL+LL
Absolute
mm
LL
Absolute
mm
Total
Absolute
mm
Camber
Absolute
mm
Camber
mm
Net Area
Ratio LLRF
Story1 C1 25 240 240 0 1 1
Story1 C2 26 240 240 0 1 1
Story1 C3 27 240 240 0 1 1
Story1 C4 28 240 240 0 1 1
Story1 C5 29 240 240 0 1 1
Story1 C6 30 240 240 0 1 1
Story1 C7 31 240 240 0 1 1
Story1 C8 32 240 240 0 1 1
Story1 C9 33 240 240 0 1 1
Story1 C10 34 240 240 0 1 1
Story1 C11 35 240 240 0 1 1
Story1 C12 36 240 240 0 1 1
Story1 C13 37 240 240 0 1 1
Story1 C14 38 240 240 0 1 1
Story1 C15 39 240 240 0 1 1
Story1 C16 40 240 240 0 1 1
Story1 B1 41 240 240 0 1 1
Story1 B2 42 240 240 0 1 1
Story1 B3 43 240 240 0 1 1
Story1 B4 44 240 240 0 1 1
Story1 B5 45 240 240 0 1 1
Story1 B6 46 240 240 0 1 1
Story1 B7 47 240 240 0 1 1
Story1 B8 48 240 240 0 1 1
Story1 B9 49 240 240 0 1 1
Story1 B10 50 240 240 0 1 1
Story1 B11 51 240 240 0 1 1
Story1 B12 52 240 240 0 1 1
Story1 B13 53 240 240 0 1 1
Story1 B14 54 240 240 0 1 1
Story1 B15 55 240 240 0 1 1
Story1 B16 56 240 240 0 1 1
Story1 B17 57 240 240 0 1 1
Story1 B18 58 240 240 0 1 1
Story1 B19 59 240 240 0 1 1
Story1 B20 60 240 240 0 1 1
Story1 B21 61 240 240 0 1 1
Story1 B22 62 240 240 0 1 1
Story1 B23 63 240 240 0 1 1
Story1 B24 64 240 240 0 1 1
Table 6.2 - Steel Frame Overwrites - AISC 360-10 (Part 3 of 5)
Story Label Unique
Name
Unbrace
d Length
Ratio
Major
Unbrace
d Length
Ratio
Minor
Unbrace
d Length
Ratio
(LTB)
Effective
Length
Factor
Major
Effective
Length
Factor
Minor
Effective
Length
Factor
Major
Effective
Length
Factor
Minor
Effective
Length
Factor
(KLTB)
Moment
Coefficie
nt (Cm
Major)
Moment
Coefficie
nt (Cm
Minior)
Design Data 22/04/2016
Page 31 of 34
Story Label Unique
Name
Unbrace
d Length
Ratio
Major
Unbrace
d Length
Ratio
Minor
Unbrace
d Length
Ratio
(LTB)
Effective
Length
Factor
Major
Effective
Length
Factor
Minor
Effective
Length
Factor
Major
Effective
Length
Factor
Minor
Effective
Length
Factor
(KLTB)
Moment
Coefficie
nt (Cm
Major)
Moment
Coefficie
nt (Cm
Minior)
Story1 C1 25 0.89 0.89 0.89 1 1 1 1 1.2073 0.418642 0.215984
Story1 C2 26 0.89 0.89 0.89 1 1 1 1 1.168287 0.403724 0.252754
Story1 C3 27 0.89 0.89 0.89 1 1 1 1 1.168287 0.403724 0.252754
Story1 C4 28 0.89 0.89 0.89 1 1 1 1 1.2073 0.418642 0.215984
Story1 C5 29 0.89 0.89 0.89 1 1 1 1 1.2073 0.325013 0.239001
Story1 C6 30 0.89 0.89 0.89 1 1 1 1 1.168287 0.41543 0.217746
Story1 C7 31 0.89 0.89 0.89 1 1 1 1 1.168287 0.41543 0.217746
Story1 C8 32 0.89 0.89 0.89 1 1 1 1 1.2073 0.325013 0.239001
Story1 C9 33 0.89 0.89 0.89 1 1 1 1 1.2073 0.325013 0.239001
Story1 C10 34 0.89 0.89 0.89 1 1 1 1 1.168287 0.41543 0.217746
Story1 C11 35 0.89 0.89 0.89 1 1 1 1 1.168287 0.41543 0.217746
Story1 C12 36 0.89 0.89 0.89 1 1 1 1 1.2073 0.325013 0.239001
Story1 C13 37 0.89 0.89 0.89 1 1 1 1 1.2073 0.418642 0.215984
Story1 C14 38 0.89 0.89 0.89 1 1 1 1 1.168287 0.403724 0.252754
Story1 C15 39 0.89 0.89 0.89 1 1 1 1 1.168287 0.403724 0.252754
Story1 C16 40 0.89 0.89 0.89 1 1 1 1 1.2073 0.418642 0.215984
Story1 B1 41 0.9 0.9 0.9 1 1 1 1 1 1 1
Story1 B2 42 0.666667 0.666667 0.666667 1 1 1 1 1 1 1
Story1 B3 43 0.9 0.9 0.9 1 1 1 1 1 1 1
Story1 B4 44 0.9 0.9 0.9 1 1 1 1 1 1 1
Story1 B5 45 0.666667 0.666667 0.666667 1 1 1 1 1 1 1
Story1 B6 46 0.9 0.9 0.9 1 1 1 1 1 1 1
Story1 B7 47 0.9 0.9 0.9 1 1 1 1 1 1 1
Story1 B8 48 0.666667 0.666667 0.666667 1 1 1 1 1 1 1
Story1 B9 49 0.9 0.9 0.9 1 1 1 1 1 1 1
Story1 B10 50 0.9 0.9 0.9 1 1 1 1 1 1 1
Story1 B11 51 0.666667 0.666667 0.666667 1 1 1 1 1 1 1
Story1 B12 52 0.9 0.9 0.9 1 1 1 1 1 1 1
Story1 B13 53 0.89 0.89 0.89 1 1 1 1 1 1 1
Story1 B14 54 0.89 0.89 0.89 1 1 1 1 1 1 1
Story1 B15 55 0.89 0.89 0.89 1 1 1 1 1 1 1
Story1 B16 56 0.89 0.89 0.89 1 1 1 1 1 1 1
Story1 B17 57 0.89 0.89 0.89 1 1 1 1 1 1 1
Story1 B18 58 0.89 0.89 0.89 1 1 1 1 1 1 1
Story1 B19 59 0.89 0.89 0.89 1 1 1 1 1 1 1
Story1 B20 60 0.89 0.89 0.89 1 1 1 1 1 1 1
Story1 B21 61 0.89 0.89 0.89 1 1 1 1 1 1 1
Story1 B22 62 0.89 0.89 0.89 1 1 1 1 1 1 1
Story1 B23 63 0.89 0.89 0.89 1 1 1 1 1 1 1
Story1 B24 64 0.89 0.89 0.89 1 1 1 1 1 1 1
Table 6.2 - Steel Frame Overwrites - AISC 360-10 (Part 4 of 5)
Story Label Unique
Name
Bending
Coefficie
nt (Cb)
Nonswa
y
Moment
Factor
(B1
Major)
Nonswa
y
Moment
Factor
(B1
Minor)
Sway
Moment
Factor
(B2
Major)
Sway
Moment
Factor
(B2
Minor)
Reduce
Hss
Thickne
ss?
HSS
Welding
Type?
Yield
stress,
Fy
MPa
Expecte
d to
specifie
d Fy
ratio, Ry
MPa
Compre
ssive
Capacity
, Pnc
kN
Story1 C1 25 2.165139 1 1 1 1 No ERW 344.74 1.1 5230.79
Story1 C2 26 2.172154 1 1 1 1 No ERW 344.74 1.1 5251.652
Story1 C3 27 2.172154 1 1 1 1 No ERW 344.74 1.1 5251.652
Story1 C4 28 2.165139 1 1 1 1 No ERW 344.74 1.1 5230.79
Story1 C5 29 2.209939 1 1 1 1 No ERW 344.74 1.1 5230.79
Story1 C6 30 2.166645 1 1 1 1 No ERW 344.74 1.1 5251.652
Design Data 22/04/2016
Page 32 of 34
Story Label Unique
Name
Bending
Coefficie
nt (Cb)
Nonswa
y
Moment
Factor
(B1
Major)
Nonswa
y
Moment
Factor
(B1
Minor)
Sway
Moment
Factor
(B2
Major)
Sway
Moment
Factor
(B2
Minor)
Reduce
Hss
Thickne
ss?
HSS
Welding
Type?
Yield
stress,
Fy
MPa
Expecte
d to
specifie
d Fy
ratio, Ry
MPa
Compre
ssive
Capacity
, Pnc
kN
Story1 C7 31 2.166645 1 1 1 1 No ERW 344.74 1.1 5251.652
Story1 C8 32 2.209939 1 1 1 1 No ERW 344.74 1.1 5230.79
Story1 C9 33 2.209939 1 1 1 1 No ERW 344.74 1.1 5230.79
Story1 C10 34 2.166645 1 1 1 1 No ERW 344.74 1.1 5251.652
Story1 C11 35 2.166645 1 1 1 1 No ERW 344.74 1.1 5251.652
Story1 C12 36 2.209939 1 1 1 1 No ERW 344.74 1.1 5230.79
Story1 C13 37 2.165139 1 1 1 1 No ERW 344.74 1.1 5230.79
Story1 C14 38 2.172154 1 1 1 1 No ERW 344.74 1.1 5251.652
Story1 C15 39 2.172154 1 1 1 1 No ERW 344.74 1.1 5251.652
Story1 C16 40 2.165139 1 1 1 1 No ERW 344.74 1.1 5230.79
Story1 B1 41 1.217215 1 1 1 1 No ERW 344.74 1.1 5258.374
Story1 B2 42 1.096641 1 1 1 1 No ERW 344.74 1.1 5712.4345
Story1 B3 43 1.217215 1 1 1 1 No ERW 344.74 1.1 5258.374
Story1 B4 44 1.259119 1 1 1 1 No ERW 344.74 1.1 5258.374
Story1 B5 45 1.045666 1 1 1 1 No ERW 344.74 1.1 5712.4345
Story1 B6 46 1.259119 1 1 1 1 No ERW 344.74 1.1 5258.374
Story1 B7 47 1.259119 1 1 1 1 No ERW 344.74 1.1 5258.374
Story1 B8 48 1.045666 1 1 1 1 No ERW 344.74 1.1 5712.4345
Story1 B9 49 1.259119 1 1 1 1 No ERW 344.74 1.1 5258.374
Story1 B10 50 1.217215 1 1 1 1 No ERW 344.74 1.1 5258.374
Story1 B11 51 1.096641 1 1 1 1 No ERW 344.74 1.1 5712.4345
Story1 B12 52 1.217215 1 1 1 1 No ERW 344.74 1.1 5258.374
Story1 B13 53 1.420589 1 1 1 1 No ERW 344.74 1.1 5268.5653
Story1 B14 54 2.382919 1 1 1 1 No ERW 344.74 1.1 5268.5653
Story1 B15 55 1.420589 1 1 1 1 No ERW 344.74 1.1 5268.5653
Story1 B16 56 1.353953 1 1 1 1 No ERW 344.74 1.1 5268.5653
Story1 B17 57 2.318632 1 1 1 1 No ERW 344.74 1.1 5268.5653
Story1 B18 58 1.353953 1 1 1 1 No ERW 344.74 1.1 5268.5653
Story1 B19 59 1.353953 1 1 1 1 No ERW 344.74 1.1 5268.5653
Story1 B20 60 2.318632 1 1 1 1 No ERW 344.74 1.1 5268.5653
Story1 B21 61 1.353953 1 1 1 1 No ERW 344.74 1.1 5268.5653
Story1 B22 62 1.420589 1 1 1 1 No ERW 344.74 1.1 5268.5653
Story1 B23 63 2.382919 1 1 1 1 No ERW 344.74 1.1 5268.5653
Story1 B24 64 1.420589 1 1 1 1 No ERW 344.74 1.1 5268.5653
Table 6.2 - Steel Frame Overwrites - AISC 360-10 (Part 5 of 5)
Story Label Unique
Name
Tensile
Capacity,
Pnt
kN
Major
Bending
Capacity,
Mn3
kN-m
Minor
Bending
Capacity,
Mn2
kN-m
Major
Shear
Capacity,
Vn2
kN
Minor
Shear
Capacity,
Vn3
kN
D/C Ratio
Limit
Story1 C1 25 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 C2 26 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 C3 27 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 C4 28 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 C5 29 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 C6 30 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 C7 31 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 C8 32 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 C9 33 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 C10 34 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 C11 35 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 C12 36 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Design Data 22/04/2016
Page 33 of 34
Story Label Unique
Name
Tensile
Capacity,
Pnt
kN
Major
Bending
Capacity,
Mn3
kN-m
Minor
Bending
Capacity,
Mn2
kN-m
Major
Shear
Capacity,
Vn2
kN
Minor
Shear
Capacity,
Vn3
kN
D/C Ratio
Limit
Story1 C13 37 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 C14 38 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 C15 39 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 C16 40 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 B1 41 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 B2 42 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 B3 43 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 B4 44 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 B5 45 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 B6 46 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 B7 47 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 B8 48 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 B9 49 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 B10 50 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 B11 51 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 B12 52 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 B13 53 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 B14 54 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 B15 55 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 B16 56 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 B17 57 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 B18 58 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 B19 59 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 B20 60 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 B21 61 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 B22 62 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 B23 63 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Story1 B24 64 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95
Table 6.3 - Steel Column Envelope
Label Story Section
Moment
Interaction
Check
PMM
Combo
V22
Ratio
V33
Ratio Class
Cont.
Plate
cm²
Dbl.
Plate
mm
B/C
Ratio
Major
B/C
Ratio
Minor
C1 Story1 HEA340 0.024 = 0.003 +
0.006 + 0.015 DStlS4 0.007 0.001
Seismic
HD 80.1 28.5 0 0
C2 Story1 HEA340 0.026 = 0.005 +
0.009 + 0.012 DStlS3 0.008 0.001
Seismic
HD 80.1 28.5 0 0
C3 Story1 HEA340 0.026 = 0.005 +
0.009 + 0.012 DStlS4 0.008 0.001
Seismic
HD 80.1 28.5 0 0
C4 Story1 HEA340 0.024 = 0.003 +
0.006 + 0.015 DStlS3 0.007 0.001
Seismic
HD 80.1 28.5 0 0
C5 Story1 HEA340 0.029 = 0.007 +
0.001 + 0.021 DStlS4 0.004 0.002
Seismic
HD 80.1 74.6 0 0
C6 Story1 HEA340 0.026 = 0.011 +
4.807E-04 + 0.015 DStlS3 0.004 0.001
Seismic
HD 80.1 74.6 0 0
C7 Story1 HEA340 0.026 = 0.011 +
4.807E-04 + 0.015 DStlS4 0.004 0.001
Seismic
HD 80.1 74.6 0 0
C8 Story1 HEA340 0.029 = 0.007 +
0.001 + 0.021 DStlS3 0.004 0.002
Seismic
HD 80.1 74.6 0 0
C9 Story1 HEA340 0.029 = 0.007 +
0.001 + 0.021 DStlS4 0.004 0.002
Seismic
HD 80.1 74.6 0 0
C10 Story1 HEA340 0.026 = 0.011 +
4.807E-04 + 0.015 DStlS3 0.004 0.001
Seismic
HD 80.1 74.6 0 0
C11 Story1 HEA340 0.026 = 0.011 +
4.807E-04 + 0.015 DStlS4 0.004 0.001
Seismic
HD 80.1 74.6 0 0
C12 Story1 HEA340 0.029 = 0.007 +
0.001 + 0.021 DStlS3 0.004 0.002
Seismic
HD 80.1 74.6 0 0
C13 Story1 HEA340 0.024 = 0.003 + DStlS4 0.007 0.001 Seismic 80.1 28.5 0 0
Design Data 22/04/2016
Page 34 of 34
Label Story Section
Moment
Interaction
Check
PMM
Combo
V22
Ratio
V33
Ratio Class
Cont.
Plate
cm²
Dbl.
Plate
mm
B/C
Ratio
Major
B/C
Ratio
Minor 0.006 + 0.015 HD
C14 Story1 HEA340 0.026 = 0.005 +
0.009 + 0.012 DStlS3 0.008 0.001
Seismic
HD 80.1 28.5 0 0
C15 Story1 HEA340 0.026 = 0.005 +
0.009 + 0.012 DStlS4 0.008 0.001
Seismic
HD 80.1 28.5 0 0
C16 Story1 HEA340 0.024 = 0.003 +
0.006 + 0.015 DStlS3 0.007 0.001
Seismic
HD 80.1 28.5 0 0
Table 6.4 - Steel Beam Envelope
Label Story Section
Moment
Interaction
Check
PMM
Combo V22 Ratio V33 Ratio Class
Conn. V I-
End
kN
Conn. V J-
End
kN
B1 Story1 HEA340 0.013 = 0 +
0.013 + 0 DStlS3 0.02 0 Seismic HD 793.0821 796.1121
B2 Story1 HEA340 0.01 = 0 + 0.01
+ 0 DStlS4 0.004 0 Seismic HD 3521.8946 3521.8946
B3 Story1 HEA340 0.013 = 0 +
0.013 + 0 DStlS4 0.02 0 Seismic HD 796.1121 793.0821
B4 Story1 HEA340 0.022 = 0 +
0.022 + 0 DStlS2 0.03 0 Seismic HD 798.8296 804.1261
B5 Story1 HEA340 0.018 = 0 +
0.018 + 0 DStlS4 0.004 0 Seismic HD 3521.8946 3521.8946
B6 Story1 HEA340 0.022 = 0 +
0.022 + 0 DStlS2 0.03 0 Seismic HD 804.1261 798.8296
B7 Story1 HEA340 0.022 = 0 +
0.022 + 0 DStlS2 0.03 0 Seismic HD 798.8296 804.1261
B8 Story1 HEA340 0.018 = 0 +
0.018 + 0 DStlS4 0.004 0 Seismic HD 3521.8946 3521.8946
B9 Story1 HEA340 0.022 = 0 +
0.022 + 0 DStlS2 0.03 0 Seismic HD 804.1261 798.8296
B10 Story1 HEA340 0.013 = 0 +
0.013 + 0 DStlS3 0.02 0 Seismic HD 793.0821 796.1121
B11 Story1 HEA340 0.01 = 0 + 0.01
+ 0 DStlS4 0.004 0 Seismic HD 3521.8946 3521.8946
B12 Story1 HEA340 0.013 = 0 +
0.013 + 0 DStlS4 0.02 0 Seismic HD 796.1121 793.0821
B13 Story1 HEA340 0.01 = 0 + 0.01
+ 0 DStlS3 0.019 0 Seismic HD 802.5933 804.7818
B14 Story1 HEA340 0.01 = 0 + 0.01
+ 0 DStlS4 0.016 0 Seismic HD 802.642 802.642
B15 Story1 HEA340 0.01 = 0 + 0.01
+ 0 DStlS4 0.019 0 Seismic HD 804.7818 802.5933
B16 Story1 HEA340 0.014 = 0 +
0.014 + 0 DStlS3 0.023 0 Seismic HD 804.4049 807.8123
B17 Story1 HEA340 0.012 = 0 +
0.012 + 0 DStlS4 0.02 0 Seismic HD 805.5914 805.5914
B18 Story1 HEA340 0.014 = 0 +
0.014 + 0 DStlS4 0.023 0 Seismic HD 807.8123 804.4049
B19 Story1 HEA340 0.014 = 0 +
0.014 + 0 DStlS3 0.023 0 Seismic HD 804.4049 807.8123
B20 Story1 HEA340 0.012 = 0 +
0.012 + 0 DStlS4 0.02 0 Seismic HD 805.5914 805.5914
B21 Story1 HEA340 0.014 = 0 +
0.014 + 0 DStlS4 0.023 0 Seismic HD 807.8123 804.4049
B22 Story1 HEA340 0.01 = 0 + 0.01
+ 0 DStlS3 0.019 0 Seismic HD 802.5933 804.7818
B23 Story1 HEA340 0.01 = 0 + 0.01
+ 0 DStlS4 0.016 0 Seismic HD 802.642 802.642
B24 Story1 HEA340 0.01 = 0 + 0.01
+ 0 DStlS4 0.019 0 Seismic HD 804.7818 802.5933