San Julian.Docx

STRUCTURAL DESIGN AND ANALYSIS
CONSTRUCTION OF TWO-STOREY RESIDENTIAL &
COMMERCIAL BUILDING
STRUCTURAL FRAME MODEL
PREPARED BY:
Civil Engineer
PRC NO: _________ PTR: ___________
EXP: _________ TIN: ___________
PLACE: __________

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 5
1.6 Mass 6
1.7 Groups 7
2. Properties 8
2.1 Materials 8
2.2 Frame Sections 8
2.3 Shell Sections 8
2.4 Reinforcement Sizes 8
2.5 Tendon Sections 8
3. Assignments 9
3.1 Joint Assignments 9
3.2 Frame Assignments 10
3.3 Shell Assignments 11
4. Loads 13
4.1 Load Patterns 13
4.2 Load Sets 13
4.3 Auto Seismic Loading 13
4.4 Applied Loads 18
4.4.1 Line Loads 18
4.4.2 Area Loads 19
4.5 Load Cases 20
4.6 Load Combinations 20
5. Analysis Results 24
5.1 Structure Results 24
5.2 Story Results 28
5.3 Point Results 48
5.4 Modal Results 65

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 5
Table 1.6 Beam Connectivity Data 5
Table 1.7 Floor Connectivity Data 5
Table 1.8 Mass Source 6
Table 1.9 Centers of Mass and Rigidity 6
Table 1.10 Mass Summary by Diaphragm 6
Table 1.11 Mass Summary by Story 6
Table 1.12 Group Definitions 7
Table 2.1 Material Properties - Summary 8
Table 2.2 Frame Sections - Summary 8
Table 2.3 Shell Sections - Summary 8
Table 2.4 Reinforcing Bar Sizes 8
Table 2.5 Tendon Section Properties 8
Table 3.1 Joint Assignments - Summary 9
Table 3.2 Frame Assignments - Summary 10
Table 3.3 Shell Assignments - Summary 11
Table 4.1 Load Patterns 13
Table 4.2 Shell Uniform Load Sets 13
Table 4.5 Frame Loads - Distributed 18
Table 4.6 Shell Loads - Uniform Load Sets 19
Table 4.7 Load Cases - Summary 20
Table 4.8 Load Combinations 20
Table 5.1 Base Reactions 24
Table 5.2 Centers of Mass and Rigidity 25
Table 5.3 Diaphragm Center of Mass Displacements 25
Table 5.4 Story Max/Avg Displacements 28
Table 5.5 Story Drifts 31
Table 5.6 Story Max/Avg Drifts 36
Table 5.7 Story Forces 40
Table 5.8 Joint Reactions 48
Table 5.9 Modal Periods and Frequencies 65
Table 5.10 Modal Participating Mass Ratios 65
Table 5.11 Modal Load Participation Ratios 66
Table 5.12 Modal Direction Factors 66

Structure Data
Page 5 of 46
1 Structure Data
This chapter provides model geometry information, including items such as story levels, point coordinates, and
element connectivity.
1.1 Story Data
Table 1.1 - Story Data
Name
Height
mm
Elevation
mm
Master
Story
Similar To
Splice
Story
Roof Deck 3150 8000 No None No
2F 3350 4850 No None No
GF 1500 1500 No 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 1000 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 3.2
G1 X C Yes End 4.8
G1 X D Yes End 8.1
G1 Y 1 Yes Start 0
G1 Y 2 Yes Start 1.5
1.3 Point Coordinates
Table 1.4 - Joint Coordinates Data
Label
X
mm
Y
mm
ΔZ Below
mm
1 0 1500 0
7 4800 1500 0
8 0 5300 0
11 4800 5300 0
12 3200 14100 0
13 8100 14100 0
14 8100 1500 0
15 8100 5300 0
16 0 9100 0
19 3200 9100 0
20 4800 9100 0
34 8100 9100 0
35 0 14100 0
38 0 6600 0
43 4800 6600 0
1.4 Line Connectivity
Table 1.5 - Column Connectivity Data
Column
I-End
Point
J-End
Point
I-End
Story
C1 1 1 Below
C4 7 7 Below

Structure Data
Page 6 of 46
Column
I-End
Point
J-End
Point
I-End
Story
C5 8 8 Below
C6 11 11 Below
C7 12 12 Below
C9 13 13 Below
C10 14 14 Below
C11 15 15 Below
C12 16 16 Below
C14 20 20 Below
C26 34 34 Below
C27 35 35 Below
Table 1.6 - Beam Connectivity Data
Beam
I-End
Point
J-End
Point
Curve
Type
B2 1 7 None
B3 7 14 None
B4 8 11 None
B5 11 15 None
B8 20 34 None
B9 35 12 None
B10 12 13 None
B11 1 8 None
B12 8 16 None
B13 16 35 None
B14 19 12 None
B15 7 11 None
B16 11 20 None
B17 14 15 None
B18 15 34 None
B19 34 13 None
B45 38 43 None
B46 16 20 None
1.5 Area Connectivity
Table 1.7 - Floor Connectivity Data
Floor
Number
of Edges
Edge
Number
Point 1 Point 2
Curve
Type
F17 4 1 16 19 None
2 19 12 None
3 12 35 None
4 35 16 None
F18 4 1 19 34 None
2 34 13 None
3 13 12 None
4 12 19 None
F19 4 1 1 7 None
2 7 11 None
3 11 8 None
4 8 1 None
F20 4 1 8 11 None
2 11 20 None
3 20 16 None
4 16 8 None
F21 4 1 38 43 None
2 43 20 None
3 20 16 None
4 16 38 None
1.6 Mass

Structure Data
Page 7 of 46
Table 1.8 - Mass Source
Name
Include
Elements
Include
Added
Mass
Include
Loads
Include
Lateral
Include
Vertical
Lump at
Stories
IsDefault
Load
Pattern
Multiplier
MsSrc1 No No Yes Yes No Yes Yes DL1 1
MsSrc1 No No Yes Yes No Yes Yes DL2 1
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
Roof Deck D1 31401.14 31401.14 3.7294 7.8357 31401.14 31401.14 3.7294 7.8357
2F D1 64623.49 64623.49 3.9615 10.7087 96024.63 96024.63 3.8856 9.7692
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
Roof Deck D1 31401.14 31401.14 722.226 3.7294 7.8357
2F D1 64623.49 64623.49 895.17 3.9615 10.7087
Table 1.11 - Mass Summary by Story
Story
UX
kg
UY
kg
UZ
kg
Roof Deck 31401.14 31401.14 0
2F 87329.89 87329.89 0
GF 74567.19 74567.19 0
Base 2106.36 2106.36 0
1.7 Groups
Table 1.12 - Group Definitions
Name Color
All Yellow

Properties
Page 8 of 46
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
3000Psi Concrete 21538 0.2 23.54 Fc=21 MPa
A416Gr270 Tendon 196500.6 0 76.9729
Fy=1689.91 MPa,
Fu=1861.58 MPa
A615Gr40 Rebar 199947.98 0 76.9729
Fy=275.79 MPa,
Fu=413.69 MPa
A615Gr60 Rebar 199947.98 0.3 76.9729
Fy=413.69 MPa,
Fu=620.53 MPa
2.2 Frame Sections
Table 2.2 - Frame Sections - Summary
Name Material Shape
B 200X200 3000Psi
Concrete
Rectangular
B 250X250 3000Psi
Concrete
Rectangular
B 250X300 3000Psi
Concrete
Rectangular
C 250X300 3000Psi
Concrete
Rectangular
C 300X400 3000Psi
Concrete
Rectangular
2.3 Shell Sections
Table 2.3 - Shell Sections - Summary
Name
Design
Type
Element
Type
Material
Total
Thickness
mm
S100 Slab Shell-Thin 3000Psi 100
2.4 Reinforcement Sizes
Table 2.4 - Reinforcing Bar Sizes
Name
Diameter
mm
Area
mm²
18 18 255
2.5 Tendon Sections
Table 2.5 - Tendon Section Properties
Name Material
StrandAre
a
mm²
Color
Tendon1 A416Gr270 99 Aqua

Assignments
Page 9 of 46
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
Roof Deck 1 44 From Area
2F 1 31 From Area
2F 7 32 From Area
2F 8 33 From Area
2F 11 34 From Area
2F 12 35 From Area
2F 13 36 From Area
2F 14 37 From Area
2F 15 38 From Area
2F 16 39 From Area
2F 19 40 From Area
2F 20 41 From Area
2F 34 42 From Area
2F 35 43 From Area
2F 38 67 From Area
2F 43 68 From Area
GF 1 1 From Area
GF 7 7 From Area
GF 8 9 From Area
GF 11 11 From Area
GF 12 13 From Area
GF 13 15 From Area
GF 14 17 From Area
GF 15 19 From Area
GF 16 21 From Area
GF 19 23 From Area
GF 20 25 From Area
GF 34 27 From Area
GF 35 29 From Area
Base 1 2 From Area UX; UY; UZ
3.2 Frame Assignments
Table 3.2 - Frame Assignments - Summary

Assignments
Page 10 of 46
Story Label
Unique
Name
Design
Type
Length
mm
Analysis
Section
Design
Section
Axis
Angle
deg
Max
Station
Spacing
mm
Min
Number
Stations
Modifiers
Roof Deck C1 29 Column 3150 C 300X400 N/A 90 3 Yes
Roof Deck C4 30 Column 3150 C 300X400 N/A 3 Yes
2F C1 16 Column 3350 C 300X400 N/A 90 3 Yes
2F C4 17 Column 3350 C 300X400 N/A 3 Yes
GF C1 1 Column 1500 C 300X400 N/A 90 3 Yes
GF C4 4 Column 1500 C 300X400 N/A 3 Yes
Roof Deck B2 73 Beam 4800 B 250X250 N/A 500 Yes
2F B2 58 Beam 4800 B 250X300 N/A 500 Yes
2F B3 86 Beam 3300 B 200X200 N/A 500 Yes
2F B4 59 Beam 4800 B 250X300 N/A 500 Yes
2F B5 87 Beam 3300 B 200X200 N/A 500 Yes
2F B8 62 Beam 3300 B 250X300 N/A 500 Yes
2F B9 63 Beam 3200 B 250X300 N/A 500 Yes
2F B10 64 Beam 4900 B 250X300 N/A 500 Yes
2F B11 66 Beam 3800 B 250X300 N/A 500 Yes
2F B12 67 Beam 3800 B 250X300 N/A 500 Yes
2F B13 68 Beam 5000 B 250X300 N/A 500 Yes
2F B14 69 Beam 5000 B 250X300 N/A 500 Yes
2F B15 70 Beam 3800 B 250X300 N/A 500 Yes
2F B16 71 Beam 3800 B 250X300 N/A 500 Yes
2F B17 88 Beam 3800 B 200X200 N/A 500 Yes

Assignments
Page 11 of 46
Story Label
Unique
Name
Design
Type
Length
mm
Analysis
Section
Design
Section
Axis
Angle
deg
Max
Station
Spacing
mm
Min
Number
Stations
Modifiers
2F B18 89 Beam 3800 B 200X200 N/A 500 Yes
2F B19 72 Beam 5000 B 250X300 N/A 500 Yes
2F B45 97 Beam 4800 B 200X200 N/A 500 Yes
2F B46 99 Beam 4800 B 250X300 N/A 500 Yes
GF B2 40 Beam 4800 B 250X300 N/A 500 Yes
GF B3 41 Beam 3300 B 250X300 N/A 500 Yes
GF B4 42 Beam 4800 B 250X300 N/A 500 Yes
GF B5 43 Beam 3300 B 250X300 N/A 500 Yes
GF B8 46 Beam 3300 B 250X300 N/A 500 Yes
GF B9 47 Beam 3200 B 250X300 N/A 500 Yes
GF B10 48 Beam 4900 B 250X300 N/A 500 Yes
GF B11 49 Beam 3800 B 250X300 N/A 500 Yes
GF B12 50 Beam 3800 B 250X300 N/A 500 Yes
GF B13 51 Beam 5000 B 250X300 N/A 500 Yes
GF B14 52 Beam 5000 B 250X300 N/A 500 Yes
GF B15 53 Beam 3800 B 250X300 N/A 500 Yes
GF B16 54 Beam 3800 B 250X300 N/A 500 Yes
GF B17 55 Beam 3800 B 250X300 N/A 500 Yes
GF B18 56 Beam 3800 B 250X300 N/A 500 Yes
GF B19 57 Beam 5000 B 250X300 N/A 500 Yes
GF B46 98 Beam 4800 B 250X300 N/A 500 Yes
3.3 Shell Assignments
Table 3.3 - Shell Assignments - Summary
Story Label
Unique
Name
Section
Diaphrag
m
Modifiers
?
Roof Deck F18 10 S100 D1 Yes
2F F17 2 S100 D1 Yes
2F F18 3 S100 D1 Yes
2F F21 11 S100 D1 Yes

of 46
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
DL1 Dead 1
DL2
Superimpose
d Dead
0
LL1
Reducible
Live
0
LL2 Live 0
LLR Roof Live 0
EX Seismic 0 UBC 97
EY Seismic 0 UBC 97
4.2 Load Sets
Table 4.2 - Shell Uniform Load Sets
Load Set
Load
Pattern
Load
kN/m²
Residential DL2 2.69
Residential LL1 1.9
RL LLR 0.6
4.3 Auto Seismic Loading

of 46
UBC 97 Auto Seismic Load Calculation
This calculation presents the automatically generated lateral seismic loads for load pattern EX according to
UBC 97, as calculated by ETABS.
Direction and Eccentricity
Direction = X + Eccentricity Y
Eccentricity Ratio = 5% for all diaphragms
Structural Period
Period Calculation Method = Method A
Coefficient, Ct [UBC 1630.2.2] Ct = 0.03ft
Structure Height Above Base, hn hn = 26.25 ft
Approximate Fundamental Period, T [UBC
1630.2.2 Eq. 30-8]
T = Ct (hn T = 0.348 sec
Factors and Coefficients
Response Modification Factor, R [UBC Table 16-N] R = 8.5
Importance Factor, I [UBC Table 16-K] I = 1
Seismic Zone Factor, Z [UBC Table 16-I] Z = 0.4
Soil Profile [UBC Table 16-J] = SD
Seismic Source Type = A
Closest Source Distance = 8.3 km
Near-Source Factor, Na [UBC Table 16-S] Na = 1.068
Near-Source Factor, Nv [UBC Table 16-T] Nv = 1.336
Site Coefficient, Ca [UBC Table 16-Q] Ca = 0.46992
Site Coefficient, Cv [UBC Table 16-R] Cv = 0.85504
Equivalent Lateral Forces
Base Shear Coefficient [UBC 1630.2.1, Eq. 30-4] =
CvI
RT
maximum [UBC 1630.2.1, Eq. 30-5] =
2.5CaI
R
= 0.138212
minimum [UBC 1630.2.1, Eq. 30-6] = 0.11CaI = 0.051691
Zone 4 minimum [UBC 1630.2.1, Eq. 30-7] =
0.8ZNvI
R
= 0.050296
min ≤ Vcoeff ≤ max
Calculated Base Shear
Direction
Period
Used
(sec)
Vcoeff
W
(kN)
V
(kN)
Ft
(kN)
X + Ecc. Y 0.348 0 1895.608 261.9953 0
Applied Story Forces

of 46
Story Elevation X-Dir Y-Dir
m kN kN
Roof Deck 8 83.67 0
2F 4.85 141.0713 0
GF 1.5 37.254 0
Base 0 0 0

of 46
UBC 97 Auto Seismic Load Calculation
This calculation presents the automatically generated lateral seismic loads for load pattern EY according to
UBC 97, as calculated by ETABS.
Direction and Eccentricity
Direction = Y + Eccentricity X
Eccentricity Ratio = 5% for all diaphragms
Structural Period
Period Calculation Method = Method A
Coefficient, Ct [UBC 1630.2.2] Ct = 0.03ft
Structure Height Above Base, hn hn = 26.25 ft
Approximate Fundamental Period, T [UBC
1630.2.2 Eq. 30-8]
T = Ct (hn T = 0.348 sec
Factors and Coefficients
Response Modification Factor, R [UBC Table 16-N] R = 8.5
Importance Factor, I [UBC Table 16-K] I = 1
Seismic Zone Factor, Z [UBC Table 16-I] Z = 0.4
Soil Profile [UBC Table 16-J] = SD
Seismic Source Type = A
Closest Source Distance = 8.3 km
Near-Source Factor, Na [UBC Table 16-S] Na = 1.068
Near-Source Factor, Nv [UBC Table 16-T] Nv = 1.336
Site Coefficient, Ca [UBC Table 16-Q] Ca = 0.46992
Site Coefficient, Cv [UBC Table 16-R] Cv = 0.85504
Equivalent Lateral Forces
Base Shear Coefficient [UBC 1630.2.1, Eq. 30-4] =
CvI
RT
maximum [UBC 1630.2.1, Eq. 30-5] =
2.5CaI
R
= 0.138212
minimum [UBC 1630.2.1, Eq. 30-6] = 0.11CaI = 0.051691
Zone 4 minimum [UBC 1630.2.1, Eq. 30-7] =
0.8ZNvI
R
= 0.050296
min ≤ Vcoeff ≤ max
Calculated Base Shear
Direction
Period
Used
(sec)
Vcoeff
W
(kN)
V
(kN)
Ft
(kN)
Y + Ecc. X 0.348 0 1895.608 261.9953 0
Applied Story Forces

of 46
Story Elevation X-Dir Y-Dir
m kN kN
Roof Deck 8 0 83.67
2F 4.85 0 141.0713
GF 1.5 0 37.254
Base 0 0 0

Loads
Page 17 of 46
4.4 Applied Loads
4.4.1 Line Loads
Table 4.5 - Frame Loads - Distributed
Story Label
Unique
Name
Design
Type
Load
Pattern
LoadTy
pe
Directio
n
Relative
Distanc
e Start
Relative
Distanc
e End
Absolut
e
Distanc
e Start
mm
Absolut
e
Distanc
e End
mm
Force at
Start
kN/m
Force at
End
kN/m
Roof Deck B2 73 Beam DL2 Force Gravity 0 1 0 4800 1.49 1.49
2F B2 58 Beam DL2 Force Gravity 0 1 0 4800 8.493 8.493
2F B16 71 Beam DL2 Force Gravity 0 0.342105 0 1300 6.5 6.5
2F B16 71 Beam DL2 Force Gravity 0.342105 1 1300 3800 8.493 8.493
2F B46 99 Beam DL2 Force Gravity 0 0.666667 0 3200 8.493 8.493
GF B2 40 Beam DL2 Force Gravity 0 1 0 4800 9.089 9.089
GF B46 98 Beam DL2 Force Gravity 0 0.666667 0 3200 9.089 9.089
2F B16 71 Beam LL2 Force Gravity 0 0.342105 0 1300 6.24 6.24
4.4.2 Area Loads
Table 4.6 - Shell Loads - Uniform Load Sets
Story Label
Unique
Name
Load Set
Load
Pattern
Load
kN/m²
Roof Deck F18 10 RL LLR 0.6
2F F17 2 Residential DL2 2.69
2F F17 2 Residential LL1 1.9

Loads
Page 18 of 46
Story Label
Unique
Name
Load Set
Load
Pattern
Load
kN/m²
4.5 Load Cases
Table 4.7 - Load Cases - Summary
Name Type
DL1 Linear Static
DL2 Linear Static
LL1 Linear Static
LL2 Linear Static
LLR Linear Static
EX Linear Static
EY Linear Static
4.6 Load Combinations
Table 4.8 - Load Combinations
Name
Load
Case/Com
bo
Scale
Factor
Type Auto
U1:1.4DL1 + 1.4DL2 DL1 1.4 Linear Add No
U1:1.4DL1 + 1.4DL2 DL2 1.4 No
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
DL1 1.2 Linear Add No
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
DL2 1.2 No
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
LL1 1.6 No
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
LL2 1.6 No
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
LLR 0.5 No
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
DL2 1.2 No
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
LL1 1 No
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
LL2 1 No
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
LLR 1.6 No
U4: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX + 0.3EY
U4: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX + 0.3EY
DL2 1.42 No
U4: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX + 0.3EY
LL1 0.5 No
U4: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX + 0.3EY
LL2 1 No
U4: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX + 0.3EY
LLR 0.5 No
U4: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX + 0.3EY
EX 1 No
U4: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX + 0.3EY
EY 0.3 No
U5: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX - 0.3EY
U5: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX - 0.3EY
DL2 1.42 No
U5: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX - 0.3EY
LL1 0.5 No
U5: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX - 0.3EY
LL2 1 No
U5: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX - 0.3EY
LLR 0.5 No
U5: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX - 0.3EY
EX 1 No
U5: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX - 0.3EY
EY -0.3 No

Loads
Page 19 of 46
Name
Load
Case/Com
bo
Scale
Factor
Type Auto
U6: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX + 0.3EY
U6: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX + 0.3EY
DL2 1.42 No
U6: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX + 0.3EY
LL1 0.5 No
U6: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX + 0.3EY
LL2 1 No
U6: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX + 0.3EY
LLR 0.5 No
U6: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX + 0.3EY
EX -1 No
U6: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX + 0.3EY
EY 0.3 No
U7: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX - 0.3EY
U7: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX - 0.3EY
DL2 1.42 No
U7: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX - 0.3EY
LL1 0.5 No
U7: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX - 0.3EY
LL2 1 No
U7: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX - 0.3EY
LLR 0.5 No
U7: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX - 0.3EY
EX -1 No
U7: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX - 0.3EY
EY -0.3 No
U8: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY + 0.3EX
U8: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY + 0.3EX
DL2 1.42 No
U8: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY + 0.3EX
LL1 0.5 No
U8: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY + 0.3EX
LL2 1 No
U8: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY + 0.3EX
LLR 0.5 No
U8: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY + 0.3EX
EY 1 No
U8: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY + 0.3EX
EX 0.3 No
U9: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY - 0.3EX
U9: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY - 0.3EX
DL2 1.42 No
U9: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY - 0.3EX
LL1 0.5 No
U9: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY - 0.3EX
LL2 1 No
U9: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY - 0.3EX
LLR 0.5 No
U9: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY - 0.3EX
EY 1 No
U9: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY - 0.3EX
EX -0.3 No
U10: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY + 0.3EX
U10: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY + 0.3EX
DL2 1.42 No
U10: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY + 0.3EX
LL1 0.5 No
U10: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY + 0.3EX
LL2 1 No
U10: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY + 0.3EX
LLR 0.5 No
U10: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY + 0.3EX
EY -1 No
U10: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY + 0.3EX
EX 0.3 No
U11: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY - 0.3EX
U11: 1.42DL1 + 1.42DL2 + 0.5LL1 + DL2 1.42 No

Loads
Page 20 of 46
Name
Load
Case/Com
bo
Scale
Factor
Type Auto
1.0LL2 + 0.5LLR - 1EY - 0.3EX
U11: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY - 0.3EX
LL1 0.5 No
U11: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY - 0.3EX
LL2 1 No
U11: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY - 0.3EX
LLR 0.5 No
U11: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY - 0.3EX
EY -1 No
U11: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY - 0.3EX
EX -0.3 No
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
DL2 0.68 No
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
EX 1 No
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
EY 0.3 No
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
DL2 0.68 No
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
EX 1 No
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
EY -0.3 No
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
DL2 0.68 No
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
EX -1 No
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
EY 0.3 No
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
DL2 0.68 No
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
EX -1 No
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
EY -0.3 No
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
DL2 0.68 No
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
EY 1 No
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
EX 0.3 No
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
DL2 0.68 No
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
EY 1 No
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
EX -0.3 No
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
DL2 0.68 No
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
EY -1 No
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
EX 0.3 No
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
DL2 0.68 No
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
EY -1 No

Loads
Page 21 of 46
Name
Load
Case/Com
bo
Scale
Factor
Type Auto
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
EX -0.3 No

Analysis Results
Page 22 of 46
5 Analysis Results
This chapter provides analysis results.
5.1 Structure Results
Table 5.1 - Base Reactions
Load Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
X
m
Y
m
Z
m
DL1 0 0 759.1123 6214.3925 -2885.0216 0.0013 0 0 0
DL2 0 0 1157.1832 9623.1096 -4445.3375 0.0003 0 0 0
LL1 0 0 99.75 1070.9623 -366.279 -0.0003 0 0 0
LL2 0 0 8.112 48.3515 -38.9356 -0.0001 0 0 0
LLR 0 0 36.588 286.4874 -135.5556 0.0002 0 0 0
EX -261.9953 0 0 0.0578 -1486.45522281.5969 0 0 0
EY 0 -261.9953 0 1483.6538 0.2809 -1054.5063 0 0 0
U1:1.4DL1 + 1.4DL2 0 0 2682.8137
22172.502
9
-
10262.502
8
0.0023 0 0 0
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
0 0 2490.4278
20939.148
2
-9512.552 0.0014 0 0 0
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
0 0 2465.9574
20582.696
1
-9418.5344 0.0019 0 0 0
U4: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EX + 0.3EY
-261.9953 -78.5986 2797.4207
23661.483
2
-
12185.333
7
1965.2472 0 0 0
U5: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EX - 0.3EY
-261.9953 78.5986 2797.4207 22771.291
-
12185.502
3
2597.9509 0 0 0
U6: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EX + 0.3EY
261.9953 -78.5986 2797.4207
23661.367
6
-9212.4233-2597.9466 0 0 0
U7: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EX - 0.3EY
261.9953 78.5986 2797.4207
22771.175
3
-9212.5919-1965.2428 0 0 0
U8: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EY + 0.3EX
-78.5986 -261.9953 2797.4207
24700.000
4
-
11144.618
4
-370.025 0 0 0
U9: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EY - 0.3EX
78.5986 -261.9953 2797.4207
24699.965
7
-
10252.745
3
-1738.9831 0 0 0
U10: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EY + 0.3EX
-78.5986 261.9953 2797.4207
21732.692
9
-
11145.180
3
1738.9875 0 0 0
U11: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EY - 0.3EX
78.5986 261.9953 2797.4207
21732.658
2
-
10253.307
2
370.0294 0 0 0
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
-261.9953 -78.5986 1303.081
11214.655
4
-6471.01511965.2461 0 0 0
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
-261.9953 78.5986 1303.081
10324.463
1
-6471.18372597.9499 0 0 0
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
261.9953 -78.5986 1303.081
11214.539
7
-3498.1047-2597.9476 0 0 0
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
261.9953 78.5986 1303.081
10324.347
5
-3498.2733-1965.2439 0 0 0
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
-78.5986 -261.9953 1303.081
12253.172
5
-5430.2998 -370.0261 0 0 0
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
78.5986 -261.9953 1303.081
12253.137
8
-4538.4267-1738.9842 0 0 0
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
-78.5986 261.9953 1303.081 9285.865 -5430.86171738.9864 0 0 0
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
78.5986 261.9953 1303.081 9285.8303 -4538.9886 370.0283 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
Roof Deck D1 31401.14 31401.14 3.7294 7.8357 31401.14 31401.14 3.7294 7.8357
2F D1 64623.49 64623.49 3.9615 10.7087 96024.63 96024.63 3.8856 9.7692
Table 5.3 - Diaphragm Center of Mass Displacements
Story
Diaphrag
m
Load Case/Combo
UX
mm
UY
mm
RZ
rad
Point
X
m
Y
m
Z
m

Analysis Results
Page 23 of 46
Story
Diaphrag
m
Load Case/Combo
UX
mm
UY
mm
RZ
rad
Point
X
m
Y
m
Z
m
Roof Deck D1 DL1 -0.393 -1.501 6E-06 3 3.7294 7.8357 8
Roof Deck D1 DL2 -0.113 -2.545 9E-06 3 3.7294 7.8357 8
Roof Deck D1 LL1 -0.092 -0.621 1.7E-05 3 3.7294 7.8357 8
Roof Deck D1 LL2 0.001 0.085 3E-06 3 3.7294 7.8357 8
Roof Deck D1 LLR -0.048 -0.06 -4E-06 3 3.7294 7.8357 8
Roof Deck D1 EX 57.806 -0.082 -0.00142 3 3.7294 7.8357 8
Roof Deck D1 EY 0.084 56.214 0.00061 3 3.7294 7.8357 8
Roof Deck D1 U1:1.4DL1 + 1.4DL2 -0.709 -5.664 2E-05 3 3.7294 7.8357 8
Roof Deck D1
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
-0.778 -5.742 4.8E-05 3 3.7294 7.8357 8
Roof Deck D1
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
-0.776 -5.486 3.1E-05 3 3.7294 7.8357 8
Roof Deck D1
U4: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EX + 0.3EY
57.043 10.782 -0.001206 3 3.7294 7.8357 8
Roof Deck D1
U5: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EX - 0.3EY
56.992 -22.946 -0.001572 3 3.7294 7.8357 8
Roof Deck D1
U6: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EX + 0.3EY
-58.569 10.947 0.001633 3 3.7294 7.8357 8
Roof Deck D1
U7: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EX - 0.3EY
-58.62 -22.782 0.001267 3 3.7294 7.8357 8
Roof Deck D1
U8: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EY + 0.3EX
16.638 50.19 0.000215 3 3.7294 7.8357 8
Roof Deck D1
U9: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EY - 0.3EX
-18.046 50.239 0.001067 3 3.7294 7.8357 8
Roof Deck D1
U10: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EY + 0.3EX
16.469 -62.238 -0.001006 3 3.7294 7.8357 8
Roof Deck D1
U11: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EY - 0.3EX
-18.215 -62.189 -0.000154 3 3.7294 7.8357 8
Roof Deck D1
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
57.487 14.031 -0.001227 3 3.7294 7.8357 8
Roof Deck D1
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
57.436 -19.697 -0.001593 3 3.7294 7.8357 8
Roof Deck D1
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
-58.125 14.195 0.001613 3 3.7294 7.8357 8
Roof Deck D1
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
-58.176 -19.533 0.001247 3 3.7294 7.8357 8
Roof Deck D1
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
17.082 53.439 0.000194 3 3.7294 7.8357 8
Roof Deck D1
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
-17.602 53.488 0.001046 3 3.7294 7.8357 8
Roof Deck D1
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
16.913 -58.989 -0.001026 3 3.7294 7.8357 8
Roof Deck D1
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
-17.771 -58.94 -0.000174 3 3.7294 7.8357 8
2F D1 DL1 -0.152 -0.785 2.6E-05 4 3.9615 10.7087 4.85
2F D1 DL2 -0.055 -1.753 2.3E-05 4 3.9615 10.7087 4.85
2F D1 LL1 -0.058 -0.343 1.3E-05 4 3.9615 10.7087 4.85
2F D1 LL2 -0.005 0.044 1E-06 4 3.9615 10.7087 4.85
2F D1 LLR -0.007 -0.013 8.671E-08 4 3.9615 10.7087 4.85
2F D1 EX 43.332 -0.143 -0.000863 4 3.9615 10.7087 4.85
2F D1 EY -0.879 39.038 0.000262 4 3.9615 10.7087 4.85
2F D1 U1:1.4DL1 + 1.4DL2 -0.289 -3.552 6.8E-05 4 3.9615 10.7087 4.85
2F D1
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
-0.352 -3.529 8.2E-05 4 3.9615 10.7087 4.85
2F D1
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
-0.322 -3.363 7.3E-05 4 3.9615 10.7087 4.85
2F D1
U4: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EX + 0.3EY
42.738 7.832 -0.000707 4 3.9615 10.7087 4.85
2F D1
U5: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EX - 0.3EY
43.265 -15.591 -0.000865 4 3.9615 10.7087 4.85
2F D1
U6: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EX + 0.3EY
-43.927 8.118 0.001019 4 3.9615 10.7087 4.85
2F D1
U7: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EX - 0.3EY
-43.399 -15.305 0.000861 4 3.9615 10.7087 4.85
2F D1
U8: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EY + 0.3EX
11.79 35.259 8.1E-05 4 3.9615 10.7087 4.85
2F D1
U9: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EY - 0.3EX
-14.21 35.344 0.000598 4 3.9615 10.7087 4.85
2F D1
U10: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EY + 0.3EX
13.548 -42.818 -0.000444 4 3.9615 10.7087 4.85
2F D1 U11: 1.42DL1 + 1.42DL2 + 0.5LL1 -12.451 -42.732 7.4E-05 4 3.9615 10.7087 4.85

Analysis Results
Page 24 of 46
Story
Diaphrag
m
Load Case/Combo
UX
mm
UY
mm
RZ
rad
Point
X
m
Y
m
Z
m
+ 1.0LL2 + 0.5LLR - 1EY - 0.3EX
2F D1
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
42.928 9.843 -0.000751 4 3.9615 10.7087 4.85
2F D1
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
43.455 -13.58 -0.000909 4 3.9615 10.7087 4.85
2F D1
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
-43.736 10.129 0.000975 4 3.9615 10.7087 4.85
2F D1
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
-43.209 -13.294 0.000818 4 3.9615 10.7087 4.85
2F D1
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
11.98 37.27 3.7E-05 4 3.9615 10.7087 4.85
2F D1
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
-14.019 37.356 0.000554 4 3.9615 10.7087 4.85
2F D1
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
13.739 -40.806 -0.000488 4 3.9615 10.7087 4.85
2F D1
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
-12.261 -40.721 3E-05 4 3.9615 10.7087 4.85
5.2 Story Results
Table 5.4 - Story Max/Avg Displacements
Story Load Case/Combo Direction
Maximum
mm
Average
mm
Ratio
Roof Deck DL1 X 0.431 0.393 1.096
Roof Deck DL1 Y 1.523 1.499 1.016
2F DL1 X 0.24 0.175 1.372
2F DL1 Y 0.888 0.782 1.135
Roof Deck DL2 Y 2.577 2.542 1.014
2F DL2 Y 1.843 1.751 1.053
Roof Deck LL1 X 0.198 0.091 2.164
Roof Deck LL1 Y 0.684 0.616 1.111
2F LL1 X 0.103 0.07 1.483
2F LL1 Y 0.396 0.341 1.159
Roof Deck LL2 Y 0.1 0.086 1.154
2F LL2 X 0.009 0.006 1.457
2F LL2 Y 0.048 0.044 1.099
Roof Deck LLR X 0.075 0.048 1.553
Roof Deck LLR Y 0.079 0.061 1.281
2F LLR X 0.008 0.007 1.029
2F LLR Y 0.013 0.012 1.028
Roof Deck EX X 66.7 57.755 1.155
2F EX X 46.259 44.101 1.049
Roof Deck EY Y 58.881 56.41 1.044
2F EY Y 40.124 39.061 1.027
Roof Deck U1:1.4DL1 + 1.4DL2 X 0.837 0.708 1.182
Roof Deck U1:1.4DL1 + 1.4DL2 Y 5.74 5.657 1.015
2F U1:1.4DL1 + 1.4DL2 Y 3.823 3.546 1.078
Roof Deck
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
X 1.077 0.776 1.387
Roof Deck
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
Y 5.919 5.726 1.034
2F
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
X 0.629 0.424 1.482
2F
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
Y 3.853 3.522 1.094
Roof Deck
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
X 0.97 0.775 1.251
Roof Deck
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
Y 5.601 5.476 1.023
2F
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
X 0.57 0.387 1.472
2F
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
Y 3.653 3.357 1.088
Roof Deck
U4: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX + 0.3EY
X 64.599 57 1.133
Roof Deck
U4: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX + 0.3EY
Y 15.281 10.396 1.47

Analysis Results
Page 25 of 46
Maximum
mm
Average
mm
Ratio
2F
U4: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX + 0.3EY
X 45.136 43.368 1.041
2F
U4: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX + 0.3EY
Y 10.634 7.769 1.369
Roof Deck
U5: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX - 0.3EY
X 66.843 56.936 1.174
Roof Deck
U5: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX - 0.3EY
Y 29.819 23.45 1.272
2F
U5: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX - 0.3EY
X 46.197 44.036 1.049
2F
U5: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX - 0.3EY
Y 19.169 15.667 1.224
Roof Deck
U6: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX + 0.3EY
X 68.8 58.511 1.176
Roof Deck
U6: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX + 0.3EY
Y 18.084 11.47 1.577
2F
U6: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX + 0.3EY
X 47.382 44.835 1.057
2F
U6: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX + 0.3EY
Y 12.334 8.208 1.503
Roof Deck
U7: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX - 0.3EY
X 66.557 58.575 1.136
Roof Deck
U7: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX - 0.3EY
Y 27.507 22.376 1.229
2F
U7: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX - 0.3EY
X 46.321 44.167 1.049
2F
U7: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX - 0.3EY
Y 18.718 15.229 1.229
Roof Deck
U8: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY + 0.3EX
X 17.998 16.645 1.081
Roof Deck
U8: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY + 0.3EX
Y 51.128 50.259 1.017
2F
U8: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY + 0.3EX
X 11.919 11.718 1.017
2F
U8: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY + 0.3EX
Y 35.592 35.266 1.009
Roof Deck
U9: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY - 0.3EX
X 24.727 18.008 1.373
Roof Deck
U9: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY - 0.3EX
Y 54.9 50.581 1.085
2F
U9: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY - 0.3EX
X 16.239 14.743 1.101
2F
U9: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY - 0.3EX
Y 37.821 35.397 1.068
Roof Deck
U10: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY + 0.3EX
X 22.77 16.433 1.386
Roof Deck
U10: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY + 0.3EX
Y 66.635 62.561 1.065
2F
U10: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY + 0.3EX
X 15.055 13.944 1.08
2F
U10: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY + 0.3EX
Y 44.656 42.857 1.042
Roof Deck
U11: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY - 0.3EX
X 19.191 18.221 1.053
Roof Deck
U11: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY - 0.3EX
Y 62.862 62.238 1.01
2F
U11: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY - 0.3EX
X 12.701 12.517 1.015
2F
U11: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY - 0.3EX
Y 43.024 42.725 1.007
Roof Deck
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
X 65.171 57.443 1.135
Roof Deck
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
Y 18.606 13.638 1.364
2F
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
X 45.475 43.597 1.043
2F
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
Y 12.819 9.777 1.311
Roof Deck
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
X 67.415 57.379 1.175
Roof Deck
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
Y 26.659 20.208 1.319
2F
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
X 46.537 44.265 1.051

Analysis Results
Page 26 of 46
Maximum
mm
Average
mm
Ratio
2F
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
Y 17.34 13.66 1.269
Roof Deck
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
X 68.228 58.068 1.175
Roof Deck
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
Y 21.244 14.712 1.444
2F
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
X 47.043 44.605 1.055
2F
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
Y 14.164 10.215 1.387
Roof Deck
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
X 65.985 58.131 1.135
Roof Deck
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
Y 24.182 19.133 1.264
2F
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
X 45.981 43.938 1.047
2F
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
Y 16.533 13.222 1.25
Roof Deck
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
X 18.313 17.089 1.072
Roof Deck
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
Y 54.288 53.501 1.015
2F
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
X 12.039 11.947 1.008
2F
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
Y 37.422 37.273 1.004
Roof Deck
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
X 24.155 17.564 1.375
Roof Deck
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
Y 58.06 53.823 1.079
2F
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
X 15.9 14.514 1.096
2F
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
Y 39.65 37.405 1.06
Roof Deck
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
X 23.342 16.876 1.383
Roof Deck
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
Y 63.475 59.319 1.07
2F
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
X 15.394 14.174 1.086
2F
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
Y 42.826 40.85 1.048
Roof Deck
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
X 18.876 17.777 1.062
Roof Deck
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
Y 59.703 58.996 1.012
2F
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
X 12.362 12.287 1.006
2F
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
Y 40.839 40.718 1.003
Table 5.5 - Story Drifts
Story Load Case/Combo Direction Drift Label
X
m
Y
m
Z
m
Roof Deck DL1 X 0.000109 11 4.8 5.3 8
Roof Deck DL1 Y 0.000253 34 8.1 9.1 8
Roof Deck DL2 X 5.3E-05 1 0 1.5 8
Roof Deck DL2 Y 0.000269 34 8.1 9.1 8
Roof Deck LL1 X 3E-05 13 8.1 14.1 8
Roof Deck LL1 Y 9.2E-05 1 0 1.5 8
Roof Deck LL2 Y 1.6E-05 34 8.1 9.1 8
Roof Deck LLR X 1.7E-05 11 4.8 5.3 8
Roof Deck LLR Y 2.1E-05 34 8.1 9.1 8
Roof Deck EX X 0.006489 13 8.1 14.1 8
Roof Deck EY Y 0.005955 34 8.1 9.1 8
Roof Deck U1:1.4DL1 + 1.4DL2 X 0.00021 11 4.8 5.3 8
Roof Deck U1:1.4DL1 + 1.4DL2 Y 0.000732 34 8.1 9.1 8
Roof Deck
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
X 0.00021 11 4.8 5.3 8
Roof Deck
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
Y 0.000744 34 8.1 9.1 8

Analysis Results
Page 27 of 46
X
m
Y
m
Z
m
Roof Deck
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
X 0.000221 11 4.8 5.3 8
Roof Deck
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
Y 0.000727 34 8.1 9.1 8
Roof Deck
U4: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX + 0.3EY
X 0.006179 13 8.1 14.1 8
Roof Deck
U4: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX + 0.3EY
Y 0.001477 1 0 1.5 8
Roof Deck
U5: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX - 0.3EY
X 0.006554 13 8.1 14.1 8
Roof Deck
U5: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX - 0.3EY
Y 0.003381 34 8.1 9.1 8
Roof Deck
U6: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX + 0.3EY
X 0.006799 13 8.1 14.1 8
Roof Deck
U6: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX + 0.3EY
Y 0.001825 34 8.1 9.1 8
Roof Deck
U7: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX - 0.3EY
X 0.006424 13 8.1 14.1 8
Roof Deck
U7: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX - 0.3EY
Y 0.002793 1 0 1.5 8
Roof Deck
U8: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY + 0.3EX
X 0.002108 7 4.8 1.5 8
Roof Deck
U8: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY + 0.3EX
Y 0.004932 34 8.1 9.1 8
Roof Deck
U9: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY - 0.3EX
X 0.002695 13 8.1 14.1 8
Roof Deck
U9: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY - 0.3EX
Y 0.005422 34 8.1 9.1 8
Roof Deck
U10: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY + 0.3EX
X 0.002449 13 8.1 14.1 8
Roof Deck
U10: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY + 0.3EX
Y 0.006977 34 8.1 9.1 8
Roof Deck
U11: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY - 0.3EX
X 0.002475 7 4.8 1.5 8
Roof Deck
U11: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY - 0.3EX
Y 0.006487 34 8.1 9.1 8
Roof Deck
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
X 0.006253 13 8.1 14.1 8
Roof Deck
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
Y 0.001839 1 0 1.5 8
Roof Deck
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
X 0.006628 13 8.1 14.1 8
Roof Deck
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
Y 0.002958 34 8.1 9.1 8
Roof Deck
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
X 0.006725 13 8.1 14.1 8
Roof Deck
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
Y 0.002248 34 8.1 9.1 8
Roof Deck
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
X 0.00635 13 8.1 14.1 8
Roof Deck
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
Y 0.002431 1 0 1.5 8
Roof Deck
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
X 0.002206 7 4.8 1.5 8
Roof Deck
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
Y 0.005354 34 8.1 9.1 8
Roof Deck
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
X 0.002621 13 8.1 14.1 8
Roof Deck
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
Y 0.005844 34 8.1 9.1 8
Roof Deck
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
X 0.002523 13 8.1 14.1 8
Roof Deck
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
Y 0.006555 34 8.1 9.1 8
Roof Deck
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
X 0.002378 7 4.8 1.5 8
Roof Deck
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
Y 0.006065 34 8.1 9.1 8
2F DL1 X 5.2E-05 13 8.1 14.1 4.85
2F DL1 Y 0.000263 12 3.2 14.1 4.85
2F DL2 Y 0.000439 12 3.2 14.1 4.85
2F LL1 Y 0.00018 12 3.2 14.1 4.85
2F LL2 Y 1.4E-05 11 4.8 5.3 4.85

Analysis Results
Page 28 of 46
X
m
Y
m
Z
m
2F LLR X 7E-06 1 0 1.5 4.85
2F LLR Y 4E-06 7 4.8 1.5 4.85
2F EX X 0.00921 12 3.2 14.1 4.85
2F EY Y 0.008268 34 8.1 9.1 4.85
2F U1:1.4DL1 + 1.4DL2 Y 0.000982 12 3.2 14.1 4.85
2F
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
Y 0.001112 12 3.2 14.1 4.85
2F
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
Y 0.001007 12 3.2 14.1 4.85
2F
U4: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX + 0.3EY
X 0.008973 12 3.2 14.1 4.85
2F
U4: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX + 0.3EY
Y 0.002099 8 0 5.3 4.85
2F
U5: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX - 0.3EY
X 0.009205 12 3.2 14.1 4.85
2F
U5: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX - 0.3EY
Y 0.003997 34 8.1 9.1 4.85
2F
U6: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX + 0.3EY
X 0.00945 13 8.1 14.1 4.85
2F
U6: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX + 0.3EY
Y 0.002508 34 8.1 9.1 4.85
2F
U7: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX - 0.3EY
X 0.009219 13 8.1 14.1 4.85
2F
U7: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX - 0.3EY
Y 0.003783 35 0 14.1 4.85
2F
U8: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY + 0.3EX
X 0.002436 11 4.8 5.3 4.85
2F
U8: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY + 0.3EX
Y 0.007292 34 8.1 9.1 4.85
2F
U9: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY - 0.3EX
X 0.003273 13 8.1 14.1 4.85
2F
U9: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY - 0.3EX
Y 0.007755 34 8.1 9.1 4.85
2F
U10: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY + 0.3EX
X 0.003027 12 3.2 14.1 4.85
2F
U10: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY + 0.3EX
Y 0.009244 34 8.1 9.1 4.85
2F
U11: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY - 0.3EX
X 0.002502 13 8.1 14.1 4.85
2F
U11: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY - 0.3EX
Y 0.008781 34 8.1 9.1 4.85
2F
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
X 0.009043 12 3.2 14.1 4.85
2F
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
Y 0.002554 8 0 5.3 4.85
2F
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
X 0.009274 12 3.2 14.1 4.85
2F
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
Y 0.003597 34 8.1 9.1 4.85
2F
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
X 0.009378 13 8.1 14.1 4.85
2F
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
Y 0.002907 34 8.1 9.1 4.85
2F
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
X 0.009146 13 8.1 14.1 4.85
2F
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
Y 0.003322 16 0 9.1 4.85
2F
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
X 0.002443 11 4.8 5.3 4.85
2F
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
Y 0.007691 34 8.1 9.1 4.85
2F
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
X 0.003201 13 8.1 14.1 4.85
2F
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
Y 0.008154 34 8.1 9.1 4.85
2F
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
X 0.003097 12 3.2 14.1 4.85
2F
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
Y 0.008844 34 8.1 9.1 4.85
2F
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
X 0.002463 8 0 5.3 4.85
2F
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
Y 0.008381 34 8.1 9.1 4.85

Analysis Results
Page 29 of 46
X
m
Y
m
Z
m
GF DL1 X 4.6E-05 35 0 14.1 1.5
GF DL1 Y 0.000148 1 0 1.5 1.5
GF DL2 Y 0.000415 8 0 5.3 1.5
GF LL1 X 1.8E-05 35 0 14.1 1.5
GF LL1 Y 0.000167 12 3.2 14.1 1.5
GF LL2 X 2E-06 14 8.1 1.5 1.5
GF LL2 Y 8E-06 13 8.1 14.1 1.5
GF LLR X 4E-06 7 4.8 1.5 1.5
GF LLR Y 1.4E-05 12 3.2 14.1 1.5
GF EX X 0.010274 35 0 14.1 1.5
GF EY Y 0.008902 12 3.2 14.1 1.5
GF U1:1.4DL1 + 1.4DL2 Y 0.000788 8 0 5.3 1.5
GF
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
X 0.000128 35 0 14.1 1.5
GF
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
Y 0.000758 8 0 5.3 1.5
GF
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
Y 0.000728 8 0 5.3 1.5
GF
U4: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX + 0.3EY
X 0.01006 13 8.1 14.1 1.5
GF
U4: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX + 0.3EY
Y 0.002678 12 3.2 14.1 1.5
GF
U5: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX - 0.3EY
X 0.010251 13 8.1 14.1 1.5
GF
U5: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX - 0.3EY
Y 0.003855 13 8.1 14.1 1.5
GF
U6: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX + 0.3EY
X 0.010495 35 0 14.1 1.5
GF
U6: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX + 0.3EY
Y 0.002643 13 8.1 14.1 1.5
GF
U7: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX - 0.3EY
X 0.010303 35 0 14.1 1.5
GF
U7: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX - 0.3EY
Y 0.004044 8 0 5.3 1.5
GF
U8: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY + 0.3EX
X 0.002647 13 8.1 14.1 1.5
GF
U8: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY + 0.3EX
Y 0.008812 12 3.2 14.1 1.5
GF
U9: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY - 0.3EX
X 0.003528 35 0 14.1 1.5
GF
U9: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY - 0.3EX
Y 0.008729 12 3.2 14.1 1.5
GF
U10: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY + 0.3EX
X 0.003284 13 8.1 14.1 1.5
GF
U10: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY + 0.3EX
Y 0.009385 20 4.8 9.1 1.5
GF
U11: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY - 0.3EX
X 0.002888 35 0 14.1 1.5
GF
U11: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY - 0.3EX
Y 0.009432 1 0 1.5 1.5
GF
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
X 0.010125 13 8.1 14.1 1.5
GF
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
Y 0.002853 35 0 14.1 1.5
GF
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
X 0.010316 13 8.1 14.1 1.5
GF
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
Y 0.003533 13 8.1 14.1 1.5
GF
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
X 0.010425 35 0 14.1 1.5
GF
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
Y 0.002965 13 8.1 14.1 1.5
GF
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
X 0.010233 35 0 14.1 1.5
GF
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
Y 0.003605 8 0 5.3 1.5
GF
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
X 0.002712 13 8.1 14.1 1.5
GF
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
Y 0.008841 12 3.2 14.1 1.5
GF
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
X 0.003457 35 0 14.1 1.5

Analysis Results
Page 30 of 46
X
m
Y
m
Z
m
GF
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
Y 0.008758 12 3.2 14.1 1.5
GF
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
X 0.003349 13 8.1 14.1 1.5
GF
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
Y 0.008972 20 4.8 9.1 1.5
GF
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
X 0.002817 35 0 14.1 1.5
GF
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
Y 0.009045 12 3.2 14.1 1.5
Table 5.6 - Story Max/Avg Drifts
Max Drift
mm
Avg Drift
mm
Ratio
Roof Deck DL1 X 0.343 0.267 1.286
Roof Deck DL1 Y 0.797 0.713 1.118
Roof Deck DL2 X 0.165 0.1 1.649
Roof Deck DL2 Y 0.849 0.791 1.073
Roof Deck LL1 X 0.095 0.047 2.034
Roof Deck LL1 Y 0.289 0.274 1.052
Roof Deck LL2 Y 0.051 0.042 1.212
Roof Deck LLR X 0.053 0.034 1.584
Roof Deck LLR Y 0.066 0.048 1.382
Roof Deck EX X 20.441 18.64 1.097
Roof Deck EY Y 18.757 17.348 1.081
Roof Deck U1:1.4DL1 + 1.4DL2 X 0.661 0.489 1.353
Roof Deck U1:1.4DL1 + 1.4DL2 Y 2.305 2.111 1.092
Roof Deck
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
X 0.662 0.555 1.193
Roof Deck
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
Y 2.343 2.205 1.063
Roof Deck
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
X 0.695 0.547 1.27
Roof Deck
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
Y 2.291 2.119 1.081
Roof Deck
U4: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX + 0.3EY
X 19.463 17.956 1.084
Roof Deck
U4: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX + 0.3EY
Y 4.653 2.629 1.77
Roof Deck
U5: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX - 0.3EY
X 20.645 18.26 1.131
Roof Deck
U5: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX - 0.3EY
Y 10.65 7.783 1.368
Roof Deck
U6: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX + 0.3EY
X 21.418 19.325 1.108
Roof Deck
U6: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX + 0.3EY
Y 5.75 3.262 1.762
Roof Deck
U7: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX - 0.3EY
X 20.236 19.02 1.064
Roof Deck
U7: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX - 0.3EY
Y 8.797 7.151 1.23
Roof Deck
U8: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY + 0.3EX
X 6.64 5.208 1.275
Roof Deck
U8: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY + 0.3EX
Y 15.536 14.993 1.036
Roof Deck
U9: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY - 0.3EX
X 8.488 6.335 1.34
Roof Deck
U9: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY - 0.3EX
Y 17.079 15.184 1.125
Roof Deck
U10: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY + 0.3EX
X 7.715 5.377 1.435
Roof Deck
U10: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY + 0.3EX
Y 21.979 19.704 1.115
Roof Deck
U11: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY - 0.3EX
X 7.798 6.173 1.263
Roof Deck
U11: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY - 0.3EX
Y 20.435 19.513 1.047
Roof Deck
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
X 19.696 18.259 1.079
Roof Deck
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
Y 5.793 3.864 1.499

Analysis Results
Page 31 of 46
Max Drift
mm
Avg Drift
mm
Ratio
Roof Deck
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
X 20.878 18.563 1.125
Roof Deck
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
Y 9.319 6.548 1.423
Roof Deck
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
X 21.185 19.022 1.114
Roof Deck
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
Y 7.08 4.497 1.574
Roof Deck
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
X 20.003 18.717 1.069
Roof Deck
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
Y 7.657 5.916 1.294
Roof Deck
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
X 6.948 5.479 1.268
Roof Deck
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
Y 16.866 16.228 1.039
Roof Deck
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
X 8.255 6.067 1.361
Roof Deck
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
Y 18.41 16.418 1.121
Roof Deck
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
X 7.948 5.647 1.408
Roof Deck
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
Y 20.649 18.469 1.118
Roof Deck
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
X 7.49 5.903 1.269
Roof Deck
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
Y 19.105 18.278 1.045
2F DL1 X 0.175 0.11 1.597
2F DL1 Y 0.88 0.688 1.279
2F DL2 Y 1.469 1.303 1.128
2F LL1 Y 0.604 0.413 1.46
2F LL2 Y 0.048 0.038 1.253
2F LLR X 0.024 0.015 1.639
2F LLR Y 0.015 0.004 4.183
2F EX X 30.853 26.115 1.181
2F EY Y 27.698 26.531 1.044
2F U1:1.4DL1 + 1.4DL2 Y 3.289 2.829 1.163
2F
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
Y 3.724 3.029 1.23
2F
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
Y 3.375 2.803 1.204
2F
U4: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX + 0.3EY
X 30.061 25.905 1.16
2F
U4: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX + 0.3EY
Y 7.031 5.115 1.375
2F
U5: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX - 0.3EY
X 30.835 25.821 1.194
2F
U5: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX - 0.3EY
Y 13.389 10.792 1.241
2F
U6: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX + 0.3EY
X 31.657 26.33 1.202
2F
U6: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX + 0.3EY
Y 8.401 5.481 1.533
2F
U7: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX - 0.3EY
X 30.882 26.413 1.169
2F
U7: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX - 0.3EY
Y 12.672 10.429 1.215
2F
U8: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY + 0.3EX
X 8.16 7.853 1.039
2F
U8: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY + 0.3EX
Y 24.428 23.203 1.053
2F
U9: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY - 0.3EX
X 10.966 7.953 1.379
2F
U9: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY - 0.3EX
Y 25.979 23.887 1.088
2F
U10: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY + 0.3EX
X 10.142 7.438 1.363
2F
U10: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY + 0.3EX
Y 30.967 29.237 1.059
2F
U11: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY - 0.3EX
X 8.382 8.231 1.018

Analysis Results
Page 32 of 46
Max Drift
mm
Avg Drift
mm
Ratio
2F
U11: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY - 0.3EX
Y 29.416 29.07 1.012
2F
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
X 30.295 26.047 1.163
2F
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
Y 8.557 6.552 1.306
2F
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
X 31.069 25.964 1.197
2F
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
Y 12.051 9.359 1.288
2F
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
X 31.415 26.184 1.2
2F
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
Y 9.739 6.92 1.407
2F
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
X 30.64 26.267 1.166
2F
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
Y 11.129 8.993 1.238
2F
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
X 8.184 7.986 1.025
2F
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
Y 25.766 24.873 1.036
2F
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
X 10.723 7.807 1.373
2F
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
Y 27.318 25.366 1.077
2F
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
X 10.376 7.585 1.368
2F
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
Y 29.629 27.805 1.066
2F
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
X 8.251 8.14 1.014
2F
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
Y 28.078 27.627 1.016
GF DL1 X 0.069 0.026 2.625
GF DL1 Y 0.222 0.073 3.035
GF DL2 Y 0.622 0.461 1.348
GF LL1 X 0.026 0.011 2.489
GF LL1 Y 0.251 0.081 3.112
GF LL2 X 0.003 0.001 5.733
GF LL2 Y 0.012 0.004 2.628
GF LLR X 0.006 0.002 2.531
GF LLR Y 0.02 0.01 2.114
GF EX X 15.411 12.379 1.245
GF EY Y 13.352 12.864 1.038
GF U1:1.4DL1 + 1.4DL2 Y 1.182 0.748 1.579
GF
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
X 0.192 0.055 3.497
GF
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
Y 1.137 0.502 2.266
GF
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
Y 1.092 0.568 1.922
GF
U4: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX + 0.3EY
X 15.091 12.343 1.223
GF
U4: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX + 0.3EY
Y 4.017 2.846 1.412
GF
U5: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX - 0.3EY
X 15.377 12.313 1.249
GF
U5: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX - 0.3EY
Y 5.782 4.856 1.191
GF
U6: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX + 0.3EY
X 15.743 12.421 1.267
GF
U6: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX + 0.3EY
Y 3.965 2.729 1.453
GF
U7: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX - 0.3EY
X 15.455 12.451 1.241
GF
U7: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX - 0.3EY
Y 6.066 4.776 1.27
GF
U8: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY + 0.3EX
X 3.971 3.714 1.069
GF
U8: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY + 0.3EX
Y 13.218 12.176 1.086

Analysis Results
Page 33 of 46
Max Drift
mm
Avg Drift
mm
Ratio
GF
U9: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY - 0.3EX
X 5.292 3.717 1.424
GF
U9: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY - 0.3EX
Y 13.094 12.071 1.085
GF
U10: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY + 0.3EX
X 4.926 3.613 1.363
GF
U10: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY + 0.3EX
Y 14.077 13.782 1.021
GF
U11: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY - 0.3EX
X 4.332 3.817 1.135
GF
U11: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY - 0.3EX
Y 14.148 13.543 1.045
GF
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
X 15.188 12.371 1.228
GF
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
Y 4.279 3.219 1.329
GF
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
X 15.474 12.341 1.254
GF
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
Y 5.3 4.294 1.234
GF
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
X 15.637 12.388 1.262
GF
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
Y 4.447 3.299 1.348
GF
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
X 15.349 12.418 1.236
GF
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
Y 5.408 4.206 1.286
GF
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
X 4.068 3.742 1.087
GF
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
Y 13.262 12.438 1.066
GF
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
X 5.186 3.688 1.406
GF
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
Y 13.137 12.422 1.058
GF
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
X 5.023 3.642 1.379
GF
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
Y 13.458 13.156 1.023
GF
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
X 4.226 3.787 1.116
GF
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
Y 13.568 13.013 1.043
Table 5.7 - Story Forces
Story Load Case/Combo Location
P
kN
VX
kN
VY
kN
T
kN-m
MX
kN-m
MY
kN-m
Roof Deck DL1 Top 208.8542 0 0 0 1634.2864 -773.6139
Roof Deck DL1 Bottom 278.9269 0 0 0 2157.7902 -1031.2261
Roof Deck DL2 Top 64.07 0 0 0 516.3744 -245.8351
Roof Deck DL2 Bottom 64.07 0 0 0 516.0829 -245.7956
Roof Deck LL1 Top 0 0 0 0 0 0
Roof Deck LL1 Bottom 0 0 0 0 -0.1017 0.0221
Roof Deck LL2 Top 0 0 0 0 0 0
Roof Deck LL2 Bottom 0 0 0 0 0.0154 -0.0005
Roof Deck LLR Top 36.588 0 0 0 286.5264 -135.5862
Roof Deck LLR Bottom 36.588 0 0 0 286.509 -135.5725
Roof Deck EX Top 0 -83.67 0 708.3232 0 0
Roof Deck EX Bottom 0 -83.67 0 708.3232 -0.0536 -270.2546
Roof Deck EY Top 0 0 -83.67 -345.9251 0 0
Roof Deck EY Bottom 0 0 -83.67 -345.9251 269.9333 -0.0275
Roof Deck U1:1.4DL1 + 1.4DL2 Top 382.0939 0 0 0 3010.9252 -1427.2286
Roof Deck U1:1.4DL1 + 1.4DL2 Bottom 480.1957 0 0 0 3743.4225 -1787.8303
Roof Deck
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
Top 345.8031 0 0 0 2724.0562 -1291.1319
Roof Deck
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
Bottom 429.8903 0 0 0 3351.7642 -1600.1776
Roof Deck
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
Top 386.0499 0 0 0 3039.2352 -1440.2768

Analysis Results
Page 34 of 46
P
kN
VX
kN
VY
kN
T
kN-m
MX
kN-m
MY
kN-m
Roof Deck
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
Bottom 470.1371 0 0 0 3666.9759 -1749.3204
Roof Deck
U4: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX + 0.3EY
Top 405.8464 -83.67 -25.101 604.5456 3197.2016 -1515.4107
Roof Deck
U4: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX + 0.3EY
Bottom 505.3496 -83.67 -25.101 604.5456 4021.0453 -2151.4093
Roof Deck
U5: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX - 0.3EY
Top 405.8464 -83.67 25.101 812.1007 3197.2016 -1515.4107
Roof Deck
U5: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX - 0.3EY
Bottom 505.3496 -83.67 25.101 812.1007 3859.0854 -2151.3928
Roof Deck
U6: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX + 0.3EY
Top 405.8464 83.67 -25.101 -812.1007 3197.2016 -1515.4107
Roof Deck
U6: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX + 0.3EY
Bottom 505.3496 83.67 -25.101 -812.1007 4021.1525 -1610.9001
Roof Deck
U7: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX - 0.3EY
Top 405.8464 83.67 25.101 -604.5456 3197.2016 -1515.4107
Roof Deck
U7: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX - 0.3EY
Bottom 505.3496 83.67 25.101 -604.5456 3859.1925 -1610.8836
Roof Deck
U8: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY + 0.3EX
Top 405.8464 -25.101 -83.67 -133.4282 3197.2016 -1515.4107
Roof Deck
U8: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY + 0.3EX
Bottom 505.3496 -25.101 -83.67 -133.4282 4210.0361 -1962.2503
Roof Deck
U9: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY - 0.3EX
Top 405.8464 25.101 -83.67 -558.4221 3197.2016 -1515.4107
Roof Deck
U9: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY - 0.3EX
Bottom 505.3496 25.101 -83.67 -558.4221 4210.0683 -1800.0975
Roof Deck
U10: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY + 0.3EX
Top 405.8464 -25.101 83.67 558.4221 3197.2016 -1515.4107
Roof Deck
U10: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY + 0.3EX
Bottom 505.3496 -25.101 83.67 558.4221 3670.1696 -1962.1953
Roof Deck
U11: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY - 0.3EX
Top 405.8464 25.101 83.67 133.4282 3197.2016 -1515.4107
Roof Deck
U11: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY - 0.3EX
Bottom 505.3496 25.101 83.67 133.4282 3670.2017 -1800.0425
Roof Deck
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
Top 185.5885 -83.67 -25.101 604.5456 1462.4494 -693.2253
Roof Deck
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
Bottom 233.2379 -83.67 -25.101 604.5456 1899.1602 -1138.6376
Roof Deck
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
Top 185.5885 -83.67 25.101 812.1007 1462.4494 -693.2253
Roof Deck
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
Bottom 233.2379 -83.67 25.101 812.1007 1737.2002 -1138.6211
Roof Deck
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
Top 185.5885 83.67 -25.101 -812.1007 1462.4494 -693.2253
Roof Deck
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
Bottom 233.2379 83.67 -25.101 -812.1007 1899.2673 -598.1284
Roof Deck
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
Top 185.5885 83.67 25.101 -604.5456 1462.4494 -693.2253
Roof Deck
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
Bottom 233.2379 83.67 25.101 -604.5456 1737.3074 -598.1119
Roof Deck
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
Top 185.5885 -25.101 -83.67 -133.4282 1462.4494 -693.2253
Roof Deck
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
Bottom 233.2379 -25.101 -83.67 -133.4282 2088.151 -949.4786
Roof Deck
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
Top 185.5885 25.101 -83.67 -558.4221 1462.4494 -693.2253
Roof Deck
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
Bottom 233.2379 25.101 -83.67 -558.4221 2088.1831 -787.3258
Roof Deck
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
Top 185.5885 -25.101 83.67 558.4221 1462.4494 -693.2253
Roof Deck
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
Bottom 233.2379 -25.101 83.67 558.4221 1548.2844 -949.4236
Roof Deck
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
Top 185.5885 25.101 83.67 133.4282 1462.4494 -693.2253
Roof Deck
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
Bottom 233.2379 25.101 83.67 133.4282 1548.3166 -787.2709
2F DL1 Top 510.9536 0 0 0.0012 4349.2425 -1883.6242
2F DL1 Bottom 603.2187 0 0 0.0012 5028.9508 -2253.3619
2F DL2 Top 607.2987 0 0 0.0008 5260.2129 -2204.4314
2F DL2 Bottom 607.2987 0 0 0.0008 5258.4329 -2204.421
2F LL1 Top 99.75 0 0 0.0005 1071.4986 -366.3454
2F LL1 Bottom 99.75 0 0 0.0005 1071.0363 -366.3053
2F LL2 Top 8.112 0 0 1.56E-05 48.2816 -38.9379

Analysis Results
Page 35 of 46
P
kN
VX
kN
VY
kN
T
kN-m
MX
kN-m
MY
kN-m
2F LL2 Bottom 8.112 0 0 1.56E-05 48.3363 -38.9366
2F LLR Top 36.588 0 0 4.315E-05 286.509 -135.5725
2F LLR Bottom 36.588 0 0 4.315E-05 286.4957 -135.5588
2F EX Top 0 -224.7413 0 1989.1823 -0.0527 -270.2538
2F EX Bottom 0 -224.7413 0 1989.1823 -0.0099 -1062.9426
2F EY Top 0 0 -224.7413 -902.9558 269.9358 -0.0275
2F EY Bottom 0 0 -224.7413 -902.9558 1060.9277 0.1917
2F U1:1.4DL1 + 1.4DL2 Top 1565.5533 0 0 0.0029 13453.2376 -5723.2779
2F U1:1.4DL1 + 1.4DL2 Bottom 1694.7243 0 0 0.0029 14402.3372 -6240.896
2F
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
Top 1532.776 0 0 0.0033 13466.2493 -5621.9063
2F
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
Bottom 1643.4941 0 0 0.0033 14279.1045 -6065.5058
2F
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
Top 1508.3056 0 0 0.0031 13109.5411 -5527.8661
2F
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
Bottom 1619.0237 0 0 0.0031 13922.6262 -5971.4754
2F
U4: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX + 0.3EY
Top 1664.1993 -224.7413 -67.4224 1718.2988 14453.6402 -6365.1979
2F
U4: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX + 0.3EY
Bottom 1795.2157 -224.7413 -67.4224 1718.2988 15653.4557 -7682.8053
2F
U5: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX - 0.3EY
Top 1664.1993 -224.7413 67.4224 2260.0723 14291.6787 -6365.1814
2F
U5: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX - 0.3EY
Bottom 1795.2157 -224.7413 67.4224 2260.0723 15016.899 -7682.9203
2F
U6: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX + 0.3EY
Top 1664.1993 224.7413 -67.4224 -2260.0659 14453.7455 -5824.6903
2F
U6: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX + 0.3EY
Bottom 1795.2157 224.7413 -67.4224 -2260.0659 15653.4754 -5556.9202
2F
U7: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX - 0.3EY
Top 1664.1993 224.7413 67.4224 -1718.2924 14291.784 -5824.6738
2F
U7: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX - 0.3EY
Bottom 1795.2157 224.7413 67.4224 -1718.2924 15016.9187 -5557.0352
2F
U8: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY + 0.3EX
Top 1664.1993 -67.4224 -224.7413 -306.1979 14642.6321 -6176.0395
2F
U8: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY + 0.3EX
Bottom 1795.2157 -67.4224 -224.7413 -306.1979 16396.1119 -6938.6113
2F
U9: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY - 0.3EX
Top 1664.1993 67.4224 -224.7413 -1499.7073 14642.6637 -6013.8872
2F
U9: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY - 0.3EX
Bottom 1795.2157 67.4224 -224.7413 -1499.7073 16396.1178 -6300.8458
2F
U10: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY + 0.3EX
Top 1664.1993 -67.4224 224.7413 1499.7137 14102.7605 -6175.9845
2F
U10: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY + 0.3EX
Bottom 1795.2157 -67.4224 224.7413 1499.7137 14274.2565 -6938.9947
2F
U11: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY - 0.3EX
Top 1664.1993 67.4224 224.7413 306.2043 14102.7921 -6013.8323
2F
U11: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY - 0.3EX
Bottom 1795.2157 67.4224 224.7413 306.2043 14274.2625 -6301.2292
2F
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
Top 760.4116 -224.7413 -67.4224 1718.297 6615.3578 -3050.1399
2F
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
Bottom 823.1518 -224.7413 -67.4224 1718.297 7313.6894 -4094.1774
2F
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
Top 760.4116 -224.7413 67.4224 2260.0705 6453.3963 -3050.1234
2F
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
Bottom 823.1518 -224.7413 67.4224 2260.0705 6677.1328 -4094.2924
2F
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
Top 760.4116 224.7413 -67.4224 -2260.0677 6615.4631 -2509.6323
2F
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
Bottom 823.1518 224.7413 -67.4224 -2260.0677 7313.7091 -1968.2922
2F
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
Top 760.4116 224.7413 67.4224 -1718.2942 6453.5016 -2509.6158
2F
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
Bottom 823.1518 224.7413 67.4224 -1718.2942 6677.1525 -1968.4073
2F
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
Top 760.4116 -67.4224 -224.7413 -306.1997 6804.3497 -2860.9814
2F
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
Bottom 823.1518 -67.4224 -224.7413 -306.1997 8056.3457 -3349.9834
2F
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
Top 760.4116 67.4224 -224.7413 -1499.7091 6804.3814 -2698.8292
2F
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
Bottom 823.1518 67.4224 -224.7413 -1499.7091 8056.3516 -2712.2178

Analysis Results
Page 36 of 46
P
kN
VX
kN
VY
kN
T
kN-m
MX
kN-m
MY
kN-m
2F
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
Top 760.4116 -67.4224 224.7413 1499.7119 6264.4781 -2860.9265
2F
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
Bottom 823.1518 -67.4224 224.7413 1499.7119 5934.4903 -3350.3668
2F
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
Top 760.4116 67.4224 224.7413 306.2025 6264.5097 -2698.7742
2F
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
Bottom 823.1518 67.4224 224.7413 306.2025 5934.4962 -2712.6013
GF DL1 Top 717.7996 0 0 0.0013 5910.0057 -2719.4695
GF DL1 Bottom 759.1123 0 0 0.0013 6214.3925 -2885.0216
GF DL2 Top 1157.1832 0 0 0.0003 9624.3499 -4445.3596
GF DL2 Bottom 1157.1832 0 0 0.0003 9623.1096 -4445.3375
GF LL1 Top 99.75 0 0 -0.0003 1071.0357 -366.3052
GF LL1 Bottom 99.75 0 0 -0.0003 1070.9623 -366.279
GF LL2 Top 8.112 0 0 -0.0001 48.3363 -38.9366
GF LL2 Bottom 8.112 0 0 -0.0001 48.3515 -38.9356
GF LLR Top 36.588 0 0 0.0002 286.4957 -135.5588
GF LLR Bottom 36.588 0 0 0.0002 286.4874 -135.5556
GF EX Top 0 -261.9953 0 2281.5969 -0.0188 -1062.9424
GF EX Bottom 0 -261.9953 0 2281.5969 0.0578 -1486.4552
GF EY Top 0 0 -261.9953 -1054.5063 1060.9255 0.1919
GF EY Bottom 0 0 -261.9953 -1054.5063 1483.6538 0.2809
GF U1:1.4DL1 + 1.4DL2 Top 2624.976 0 0 0.0023 21748.0978
-
10030.7608
GF U1:1.4DL1 + 1.4DL2 Bottom 2682.8137 0 0 0.0023 22172.5029
-
10262.5028
GF
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
Top 2440.8526 0 0 0.0014 20575.4698 -9313.9611
GF
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
Bottom 2490.4278 0 0 0.0014 20939.1482 -9512.552
GF
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
Top 2416.3822 0 0 0.0019 20218.9919 -9219.9307
GF
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
Bottom 2465.9574 0 0 0.0019 20582.6961 -9418.5344
GF
U4: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX + 0.3EY
Top 2738.7566 -261.9953 -78.5986 1965.2472 23104.1458
-
11526.8108
GF
U4: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX + 0.3EY
Bottom 2797.4207 -261.9953 -78.5986 1965.2472 23661.4832
-
12185.3337
GF
U5: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX - 0.3EY
Top 2738.7566 -261.9953 78.5986 2597.9509 22467.5905
-
11526.9259
GF
U5: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EX - 0.3EY
Bottom 2797.4207 -261.9953 78.5986 2597.9509 22771.291
-
12185.5023
GF
U6: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX + 0.3EY
Top 2738.7566 261.9953 -78.5986 -2597.9466 23104.1835 -9400.9259
GF
U6: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX + 0.3EY
Bottom 2797.4207 261.9953 -78.5986 -2597.9466 23661.3676 -9212.4233
GF
U7: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX - 0.3EY
Top 2738.7566 261.9953 78.5986 -1965.2428 22467.6282 -9401.041
GF
U7: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EX - 0.3EY
Bottom 2797.4207 261.9953 78.5986 -1965.2428 22771.1753 -9212.5919
GF
U8: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY + 0.3EX
Top 2738.7566 -78.5986 -261.9953 -370.025 23846.8068
-
10782.6167
GF
U8: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY + 0.3EX
Bottom 2797.4207 -78.5986 -261.9953 -370.025 24700.0004
-
11144.6184
GF
U9: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY - 0.3EX
Top 2738.7566 78.5986 -261.9953 -1738.9831 23846.8181
-
10144.8512
GF
U9: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR + 1EY - 0.3EX
Bottom 2797.4207 78.5986 -261.9953 -1738.9831 24699.9657
-
10252.7453
GF
U10: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY + 0.3EX
Top 2738.7566 -78.5986 261.9953 1738.9875 21724.9559
-
10783.0006
GF
U10: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY + 0.3EX
Bottom 2797.4207 -78.5986 261.9953 1738.9875 21732.6929
-
11145.1803
GF
U11: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY - 0.3EX
Top 2738.7566 78.5986 261.9953 370.0294 21724.9672
-
10145.2351
GF
U11: 1.42DL1 + 1.42DL2 + 0.5LL1 +
1.0LL2 + 0.5LLR - 1EY - 0.3EX
Bottom 2797.4207 78.5986 261.9953 370.0294 21732.6582
-
10253.3072
GF
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
Top 1274.9883 -261.9953 -78.5986 1965.2461 10881.6206 -5934.9687
GF
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
Bottom 1303.081 -261.9953 -78.5986 1965.2461 11214.6554 -6471.0151
GF U13: 0.68DL1 + 0.68DL2 + 1EX - Top 1274.9883 -261.9953 78.5986 2597.9499 10245.0653 -5935.0838

Analysis Results
Page 37 of 46
P
kN
VX
kN
VY
kN
T
kN-m
MX
kN-m
MY
kN-m
0.3EY
GF
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
Bottom 1303.081 -261.9953 78.5986 2597.9499 10324.4631 -6471.1837
GF
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
Top 1274.9883 261.9953 -78.5986 -2597.9476 10881.6583 -3809.0838
GF
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
Bottom 1303.081 261.9953 -78.5986 -2597.9476 11214.5397 -3498.1047
GF
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
Top 1274.9883 261.9953 78.5986 -1965.2439 10245.103 -3809.1989
GF
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
Bottom 1303.081 261.9953 78.5986 -1965.2439 10324.3475 -3498.2733
GF
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
Top 1274.9883 -78.5986 -261.9953 -370.0261 11624.2816 -5190.7746
GF
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
Bottom 1303.081 -78.5986 -261.9953 -370.0261 12253.1725 -5430.2998
GF
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
Top 1274.9883 78.5986 -261.9953 -1738.9842 11624.2929 -4553.0091
GF
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
Bottom 1303.081 78.5986 -261.9953 -1738.9842 12253.1378 -4538.4267
GF
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
Top 1274.9883 -78.5986 261.9953 1738.9864 9502.4307 -5191.1585
GF
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
Bottom 1303.081 -78.5986 261.9953 1738.9864 9285.865 -5430.8617
GF
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
Top 1274.9883 78.5986 261.9953 370.0283 9502.442 -4553.393
GF
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
Bottom 1303.081 78.5986 261.9953 370.0283 9285.8303 -4538.9886
5.3 Point Results
Table 5.8 - Joint Reactions
Story
Joint
Label
Unique
Name
Load Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 1 2 DL1 1.3922 0.7641 53.6721 0 0 0
Base 1 2 DL2 5.3988 5.004 83.5887 0 0 0
Base 1 2 LL1 -0.0089 -0.1675 0.7646 0 0 0
Base 1 2 LL2 -0.0024 -0.011 -0.1044 0 0 0
Base 1 2 LLR 0.074 0.0273 2.5637 0 0 0
Base 1 2 EX -8.6729 -1.901 -41.3451 0 0 0
Base 1 2 EY -0.2974 -22.0934 -66.2384 0 0 0
Base 1 2 U1:1.4DL1 + 1.4DL2 9.5073 8.0753 192.1652 0 0 0
Base 1 2
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
8.1681 6.6497 167.0513 0 0 0
Base 1 2
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
8.2563 6.7869 169.4751 0 0 0
Base 1 2
U4: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EX + 0.3EY
0.9112 -0.4195 135.2536 0 0 0
Base 1 2
U5: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EX - 0.3EY
1.0896 12.8366 174.9966 0 0 0
Base 1 2
U6: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EX + 0.3EY
18.2571 3.3826 217.9437 0 0 0
Base 1 2
U7: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EX - 0.3EY
18.4355 16.6386 257.6868 0 0 0
Base 1 2
U8: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EY + 0.3EX
6.7741 -14.5542 117.8282 0 0 0
Base 1 2
U9: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EY - 0.3EX
11.9778 -13.4135 142.6353 0 0 0
Base 1 2
U10: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EY + 0.3EX
7.3689 29.6327 250.305 0 0 0
Base 1 2
U11: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EY - 0.3EX
12.5726 30.7733 275.1121 0 0 0
Base 1 2
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
-4.1443 -4.6068 32.1208 0 0 0
Base 1 2
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
-3.9659 8.6493 71.8638 0 0 0
Base 1 2
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
13.2016 -0.8047 114.8109 0 0 0
Base 1 2
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
13.38 12.4514 154.554 0 0 0
Base 1 2
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
1.7186 -18.7414 14.6954 0 0 0

Analysis Results
Page 38 of 46
Story
Joint
Label
Unique
Name
Load Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 1 2
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
6.9223 -17.6008 39.5025 0 0 0
Base 1 2
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
2.3134 25.4454 147.1722 0 0 0
Base 1 2
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
7.5171 26.586 171.9793 0 0 0
Base 7 8 DL1 -0.9632 0.9998 57.6481 0 0 0
Base 7 8 DL2 -2.3263 4.664 100.1348 0 0 0
Base 7 8 LL1 -0.021 -0.0131 0.5736 0 0 0
Base 7 8 LL2 -0.0079 0.1301 -0.165 0 0 0
Base 7 8 LLR -0.0705 0.0243 2.5406 0 0 0
Base 7 8 EX -25.0405 0.0612 3.6473 0 0 0
Base 7 8 EY -1.1564 -18.4953 -58.7417 0 0 0
Base 7 8 U1:1.4DL1 + 1.4DL2 -4.6053 7.9293 220.8959 0 0 0
Base 7 8
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
-4.0288 6.9959 191.2634 0 0 0
Base 7 8
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
-4.089 6.9524 193.8129 0 0 0
Base 7 8
U4: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EX + 0.3EY
-30.1121 2.6908 211.4684 0 0 0
Base 7 8
U5: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EX - 0.3EY
-29.4183 13.788 246.7135 0 0 0
Base 7 8
U6: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EX + 0.3EY
19.969 2.5685 204.1739 0 0 0
Base 7 8
U7: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EX - 0.3EY
20.6628 13.6656 239.4189 0 0 0
Base 7 8
U8: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EY + 0.3EX
-13.3932 -10.2987 167.7961 0 0 0
Base 7 8
U9: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EY - 0.3EX
1.6311 -10.3354 165.6078 0 0 0
Base 7 8
U10: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EY + 0.3EX
-11.0805 26.6919 285.2796 0 0 0
Base 7 8
U11: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EY - 0.3EX
3.9438 26.6552 283.0912 0 0 0
Base 7 8
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
-27.6243 -1.636 93.3171 0 0 0
Base 7 8
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
-26.9305 9.4611 128.5621 0 0 0
Base 7 8
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
22.4568 -1.7584 86.0225 0 0 0
Base 7 8
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
23.1506 9.3388 121.2676 0 0 0
Base 7 8
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
-10.9054 -14.6255 49.6448 0 0 0
Base 7 8
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
4.1189 -14.6622 47.4564 0 0 0
Base 7 8
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
-8.5927 22.365 167.1282 0 0 0
Base 7 8
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
6.4317 22.3283 164.9399 0 0 0
Base 8 10 DL1 1.7875 -0.1626 78.9161 0 0 0
Base 8 10 DL2 -0.1304 0.4136 91.0976 0 0 0
Base 8 10 LL1 -0.0194 -0.2254 2.7495 0 0 0
Base 8 10 LL2 0.0025 -0.0276 0.0234 0 0 0
Base 8 10 LLR 0.1798 -0.0046 5.9031 0 0 0
Base 8 10 EX -11.0042 -3.4019 -39.5388 0 0 0
Base 8 10 EY -0.0156 -39.8423 7.277 0 0 0
Base 8 10 U1:1.4DL1 + 1.4DL2 2.3199 0.3514 238.0191 0 0 0
Base 8 10
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
2.0514 -0.1059 211.4046 0 0 0
Base 8 10
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
2.2593 0.0409 216.2343 0 0 0
Base 8 10
U4: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EX + 0.3EY
-8.5732 -15.1407 208.4135 0 0 0
Base 8 10
U5: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EX - 0.3EY
-8.5638 8.7647 204.0473 0 0 0
Base 8 10
U6: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EX + 0.3EY
13.4353 -8.337 287.491 0 0 0
Base 8 10
U7: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EX - 0.3EY
13.4447 15.5684 283.1248 0 0 0
Base 8 10 U8: 1.42DL1 + 1.42DL2 + 0.5LL1 -0.8811 -40.649 241.1845 0 0 0

Analysis Results
Page 39 of 46
Story
Joint
Label
Unique
Name
Load Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
+ 1.0LL2 + 0.5LLR + 1EY + 0.3EX
Base 8 10
U9: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EY - 0.3EX
5.7214 -38.6079 264.9078 0 0 0
Base 8 10
U10: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EY + 0.3EX
-0.85 39.0356 226.6305 0 0 0
Base 8 10
U11: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EY - 0.3EX
5.7526 41.0767 250.3538 0 0 0
Base 8 10
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
-9.8821 -15.1839 78.2536 0 0 0
Base 8 10
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
-9.8728 8.7215 73.8874 0 0 0
Base 8 10
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
12.1264 -8.3802 157.3312 0 0 0
Base 8 10
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
12.1357 15.5252 152.965 0 0 0
Base 8 10
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
-2.1901 -40.6922 111.0247 0 0 0
Base 8 10
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
4.4125 -38.6511 134.7479 0 0 0
Base 8 10
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
-2.1589 38.9924 96.4707 0 0 0
Base 8 10
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
4.4436 41.0335 120.1939 0 0 0
Base 11 12 DL1 -1.4068 0.1041 83.0733 0 0 0
Base 11 12 DL2 0.0114 1.11 89.7172 0 0 0
Base 11 12 LL1 0.0237 -0.0358 2.4914 0 0 0
Base 11 12 LL2 0.0002 -0.1649 7.3758 0 0 0
Base 11 12 LLR -0.1991 -0.0332 5.7375 0 0 0
Base 11 12 EX -31.7511 0.3532 -0.6603 0 0 0
Base 11 12 EY -0.2255 -34.9622 6.9236 0 0 0
Base 11 12 U1:1.4DL1 + 1.4DL2 -1.9536 1.6997 241.9067 0 0 0
Base 11 12
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
-1.7357 1.1192 226.0049 0 0 0
Base 11 12
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
-1.9692 1.2031 226.3958 0 0 0
Base 11 12
U4: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EX + 0.3EY
-33.8877 -8.6108 258.2696 0 0 0
Base 11 12
U5: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EX - 0.3EY
-33.7524 12.3665 254.1154 0 0 0
Base 11 12
U6: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EX + 0.3EY
29.6145 -9.3173 259.5902 0 0 0
Base 11 12
U7: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EX - 0.3EY
29.7498 11.66 255.436 0 0 0
Base 11 12
U8: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EY + 0.3EX
-11.8198 -33.3316 263.5783 0 0 0
Base 11 12
U9: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EY - 0.3EX
7.2309 -33.5435 263.9745 0 0 0
Base 11 12
U10: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EY + 0.3EX
-11.3687 36.5928 249.7311 0 0 0
Base 11 12
U11: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EY - 0.3EX
7.6819 36.3808 250.1273 0 0 0
Base 11 12
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
-32.7677 -9.3099 118.9143 0 0 0
Base 11 12
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
-32.6323 11.6675 114.7602 0 0 0
Base 11 12
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
30.7346 -10.0163 120.2349 0 0 0
Base 11 12
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
30.8699 10.961 116.0808 0 0 0
Base 11 12
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
-10.6997 -34.0306 124.2231 0 0 0
Base 11 12
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
8.3509 -34.2426 124.6193 0 0 0
Base 11 12
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
-10.2487 35.8937 110.3759 0 0 0
Base 11 12
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
8.802 35.6818 110.772 0 0 0
Base 12 14 DL1 0.8612 -2.1281 96.9104 0 0 0
Base 12 14 DL2 2.3665 -9.5661 154.4334 0 0 0
Base 12 14 LL1 -0.3298 -0.2484 23.1567 0 0 0
Base 12 14 LL2 0.0042 0.0238 0.0024 0 0 0

Analysis Results
Page 40 of 46
Story
Joint
Label
Unique
Name
Load Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 12 14 LLR 0.1029 0.0015 3.7353 0 0 0
Base 12 14 EX -46.0663 0.1137 29.1001 0 0 0
Base 12 14 EY 1.0919 -8.8928 14.0059 0 0 0
Base 12 14 U1:1.4DL1 + 1.4DL2 4.5187 -16.3719 351.8813 0 0 0
Base 12 14
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
3.4037 -14.3916 340.5348 0 0 0
Base 12 14
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
3.7122 -14.2552 330.7481 0 0 0
Base 12 14
U4: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EX + 0.3EY
-41.2647 -19.2595 403.6585 0 0 0
Base 12 14
U5: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EX - 0.3EY
-41.9198 -13.9238 395.2549 0 0 0
Base 12 14
U6: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EX + 0.3EY
50.8679 -19.487 345.4582 0 0 0
Base 12 14
U7: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EX - 0.3EY
50.2128 -14.1513 337.0546 0 0 0
Base 12 14
U8: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EY + 0.3EX
-8.254 -25.5641 393.0925 0 0 0
Base 12 14
U9: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EY - 0.3EX
19.3858 -25.6323 375.6325 0 0 0
Base 12 14
U10: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EY + 0.3EX
-10.4377 -7.7784 365.0807 0 0 0
Base 12 14
U11: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EY - 0.3EX
17.202 -7.8467 347.6206 0 0 0
Base 12 14
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
-43.5439 -10.5062 204.2157 0 0 0
Base 12 14
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
-44.1991 -5.1705 195.8122 0 0 0
Base 12 14
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
48.5887 -10.7336 146.0154 0 0 0
Base 12 14
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
47.9335 -5.3979 137.6119 0 0 0
Base 12 14
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
-10.5332 -16.8108 193.6498 0 0 0
Base 12 14
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
17.1066 -16.879 176.1897 0 0 0
Base 12 14
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
-12.717 0.9749 165.6379 0 0 0
Base 12 14
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
14.9228 0.9067 148.1778 0 0 0
Base 13 16 DL1 -0.8222 -0.8408 71.6573 0 0 0
Base 13 16 DL2 -4.9938 -5.603 107.8154 0 0 0
Base 13 16 LL1 0.5806 0.6038 10.3272 0 0 0
Base 13 16 LL2 0.0011 0.008 0.0516 0 0 0
Base 13 16 LLR -0.0905 -0.087 3.5088 0 0 0
Base 13 16 EX -18.6278 0.9804 42.4801 0 0 0
Base 13 16 EY 0.3886 -7.0969 35.2945 0 0 0
Base 13 16 U1:1.4DL1 + 1.4DL2 -8.1424 -9.0214 251.2619 0 0 0
Base 13 16
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
-6.0938 -6.7972 233.7277 0 0 0
Base 13 16
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
-6.5423 -7.26 231.3601 0 0 0
Base 13 16
U4: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EX + 0.3EY
-26.5238 -10.0325 314.8893 0 0 0
Base 13 16
U5: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EX - 0.3EY
-26.7569 -5.7744 293.7126 0 0 0
Base 13 16
U6: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EX + 0.3EY
10.7317 -11.9932 229.9291 0 0 0
Base 13 16
U7: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EX - 0.3EY
10.4986 -7.7351 208.7524 0 0 0
Base 13 16
U8: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EY + 0.3EX
-13.2124 -15.6866 309.8594 0 0 0
Base 13 16
U9: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EY - 0.3EX
-2.0357 -16.2748 284.3713 0 0 0
Base 13 16
U10: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EY + 0.3EX
-13.9895 -1.4928 239.2704 0 0 0
Base 13 16
U11: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EY - 0.3EX
-2.8128 -2.081 213.7823 0 0 0
Base 13 16
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
-22.4661 -5.5305 175.11 0 0 0
Base 13 16
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
-22.6992 -1.2724 153.9332 0 0 0

Analysis Results
Page 41 of 46
Story
Joint
Label
Unique
Name
Load Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 13 16
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
14.7895 -7.4912 90.1497 0 0 0
Base 13 16
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
14.5563 -3.2331 68.973 0 0 0
Base 13 16
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
-9.1546 -11.1846 170.08 0 0 0
Base 13 16
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
2.022 -11.7728 144.592 0 0 0
Base 13 16
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
-9.9318 3.0092 99.491 0 0 0
Base 13 16
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
1.2449 2.421 74.0029 0 0 0
Base 14 18 DL1 -0.4157 0.7803 17.4216 0 0 0
Base 14 18 DL2 -2.9989 4.774 31.7021 0 0 0
Base 14 18 LL1 -0.0107 0.007 0.2169 0 0 0
Base 14 18 LL2 -0.0047 -0.0073 -0.0227 0 0 0
Base 14 18 LLR 0.0093 0.0016 -0.013 0 0 0
Base 14 18 EX -15.1952 1.5709 35.9941 0 0 0
Base 14 18 EY -0.7846 -17.6512 -28.199 0 0 0
Base 14 18 U1:1.4DL1 + 1.4DL2 -4.7804 7.7761 68.7731 0 0 0
Base 14 18
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
-4.1175 6.6655 59.2526 0 0 0
Base 14 18
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
-4.0981 6.6675 59.1218 0 0 0
Base 14 18
U4: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EX + 0.3EY
-20.2847 4.1597 97.3692 0 0 0
Base 14 18
U5: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EX - 0.3EY
-19.8139 14.7504 114.2886 0 0 0
Base 14 18
U6: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EX + 0.3EY
10.1057 1.0179 25.3811 0 0 0
Base 14 18
U7: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EX - 0.3EY
10.5764 11.6086 42.3005 0 0 0
Base 14 18
U8: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EY + 0.3EX
-10.1973 -9.2957 52.434 0 0 0
Base 14 18
U9: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EY - 0.3EX
-1.0802 -10.2383 30.8376 0 0 0
Base 14 18
U10: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EY + 0.3EX
-8.6281 26.0066 108.8321 0 0 0
Base 14 18
U11: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EY - 0.3EX
0.489 25.0641 87.2356 0 0 0
Base 14 18
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
-17.7525 0.0525 60.9385 0 0 0
Base 14 18
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
-17.2817 10.6432 77.8579 0 0 0
Base 14 18
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
12.6379 -3.0893 -11.0497 0 0 0
Base 14 18
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
13.1086 7.5014 5.8697 0 0 0
Base 14 18
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
-7.6651 -13.4029 16.0033 0 0 0
Base 14 18
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
1.452 -14.3455 -5.5931 0 0 0
Base 14 18
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
-6.0959 21.8994 72.4013 0 0 0
Base 14 18
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
3.0212 20.9568 50.8049 0 0 0
Base 15 20 DL1 -0.4442 0.3387 21.9575 0 0 0
Base 15 20 DL2 -0.0849 0.7649 34.6434 0 0 0
Base 15 20 LL1 -0.0133 0.1615 -0.0545 0 0 0
Base 15 20 LL2 -0.001 -0.022 0.0146 0 0 0
Base 15 20 LLR 0.0056 -0.0052 0.022 0 0 0
Base 15 20 EX -19.8654 2.8965 40.2509 0 0 0
Base 15 20 EY -0.1213 -32.3039 3.2224 0 0 0
Base 15 20 U1:1.4DL1 + 1.4DL2 -0.7408 1.545 79.2413 0 0 0
Base 15 20
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
-0.655 1.5449 67.8683 0 0 0
Base 15 20
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
-0.6403 1.4555 67.9164 0 0 0
Base 15 20
U4: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EX + 0.3EY
-20.6581 -5.1715 121.5893 0 0 0
Base 15 20 U5: 1.42DL1 + 1.42DL2 + 0.5LL1 -20.5852 14.2108 119.6559 0 0 0

Analysis Results
Page 42 of 46
Story
Joint
Label
Unique
Name
Load Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
+ 1.0LL2 + 0.5LLR + 1EX - 0.3EY
Base 15 20
U6: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EX + 0.3EY
19.0728 -10.9644 41.0874 0 0 0
Base 15 20
U7: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EX - 0.3EY
19.1456 8.4179 39.154 0 0 0
Base 15 20
U8: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EY + 0.3EX
-6.8372 -29.8117 95.6693 0 0 0
Base 15 20
U9: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EY - 0.3EX
5.0821 -31.5496 71.5188 0 0 0
Base 15 20
U10: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EY + 0.3EX
-6.5945 34.796 89.2245 0 0 0
Base 15 20
U11: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EY - 0.3EX
5.3248 33.0582 65.074 0 0 0
Base 15 20
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
-20.2617 -6.0443 79.7063 0 0 0
Base 15 20
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
-20.1889 13.338 77.7728 0 0 0
Base 15 20
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
19.4692 -11.8372 -0.7956 0 0 0
Base 15 20
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
19.542 7.5451 -2.7291 0 0 0
Base 15 20
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
-6.4408 -30.6845 53.7863 0 0 0
Base 15 20
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
5.4785 -32.4224 29.6357 0 0 0
Base 15 20
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
-6.1981 33.9232 47.3415 0 0 0
Base 15 20
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
5.7212 32.1854 23.1909 0 0 0
Base 16 22 DL1 0.3644 0.4148 78.409 0 0 0
Base 16 22 DL2 4.6733 4.9616 147.0139 0 0 0
Base 16 22 LL1 -1.0604 -0.1382 18.6983 0 0 0
Base 16 22 LL2 -1.984E-05 -0.021 0.0445 0 0 0
Base 16 22 LLR 0.0613 -0.0205 2.5205 0 0 0
Base 16 22 EX -12.1969 -2.3313 -33.5267 0 0 0
Base 16 22 EY -0.4795 -27.5848 27.1773 0 0 0
Base 16 22 U1:1.4DL1 + 1.4DL2 7.0528 7.527 315.5921 0 0 0
Base 16 22
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
4.3793 6.1867 301.7562 0 0 0
Base 16 22
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
5.0829 6.2597 293.2831 0 0 0
Base 16 22
U4: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EX + 0.3EY
-5.6867 -3.0725 305.381 0 0 0
Base 16 22
U5: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EX - 0.3EY
-5.3991 13.4784 289.0746 0 0 0
Base 16 22
U6: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EX + 0.3EY
18.7071 1.59 372.4344 0 0 0
Base 16 22
U7: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EX - 0.3EY
18.9947 18.1409 356.128 0 0 0
Base 16 22
U8: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EY + 0.3EX
2.5155 -20.75 347.8738 0 0 0
Base 16 22
U9: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EY - 0.3EX
9.8336 -19.3513 367.9898 0 0 0
Base 16 22
U10: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EY + 0.3EX
3.4744 34.4196 293.5192 0 0 0
Base 16 22
U11: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EY - 0.3EX
10.7925 35.8184 313.6352 0 0 0
Base 16 22
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
-8.9151 -6.9508 127.9141 0 0 0
Base 16 22
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
-8.6274 9.6002 111.6077 0 0 0
Base 16 22
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
15.4787 -2.2882 194.9675 0 0 0
Base 16 22
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
15.7664 14.2627 178.6611 0 0 0
Base 16 22
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
-0.7129 -24.6282 170.4069 0 0 0
Base 16 22
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
6.6053 -23.2295 190.5229 0 0 0
Base 16 22
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
0.246 30.5414 116.0523 0 0 0
Base 16 22
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
7.5642 31.9402 136.1683 0 0 0

Analysis Results
Page 43 of 46
Story
Joint
Label
Unique
Name
Load Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
Base 20 26 DL1 -0.2146 -0.565 117.2546 0 0 0
Base 20 26 DL2 -2.1783 -2.4149 167.9188 0 0 0
Base 20 26 LL1 0.9619 -0.1363 28.4527 0 0 0
Base 20 26 LL2 0.0058 0.1158 0.8819 0 0 0
Base 20 26 LLR -0.0599 0.0176 7.7756 0 0 0
Base 20 26 EX -31.1675 0.1244 -33.883 0 0 0
Base 20 26 EY 1.1183 -14.1282 40.7887 0 0 0
Base 20 26 U1:1.4DL1 + 1.4DL2 -3.35 -4.1718 399.2428 0 0 0
Base 20 26
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
-1.353 -3.5999 393.0313 0 0 0
Base 20 26
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
-1.9996 -3.5682 383.9837 0 0 0
Base 20 26
U4: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EX + 0.3EY
-33.7731 -8.289 402.2959 0 0 0
Base 20 26
U5: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EX - 0.3EY
-34.444 0.1879 377.8227 0 0 0
Base 20 26
U6: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EX + 0.3EY
28.5619 -8.5379 470.0619 0 0 0
Base 20 26
U7: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EX - 0.3EY
27.891 -0.061 445.5887 0 0 0
Base 20 26
U8: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EY + 0.3EX
-11.173 -18.2659 454.566 0 0 0
Base 20 26
U9: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EY - 0.3EX
7.5275 -18.3405 474.8958 0 0 0
Base 20 26
U10: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EY + 0.3EX
-13.4096 9.9905 372.9887 0 0 0
Base 20 26
U11: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EY - 0.3EX
5.2909 9.9159 393.3185 0 0 0
Base 20 26
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
-32.4592 -6.1403 172.2715 0 0 0
Base 20 26
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
-33.1301 2.3366 147.7983 0 0 0
Base 20 26
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
29.8758 -6.3892 240.0375 0 0 0
Base 20 26
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
29.2049 2.0877 215.5643 0 0 0
Base 20 26
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
-9.8591 -16.1172 224.5417 0 0 0
Base 20 26
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
8.8414 -16.1919 244.8715 0 0 0
Base 20 26
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
-12.0957 12.1392 142.9643 0 0 0
Base 20 26
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
6.6048 12.0646 163.2941 0 0 0
Base 34 28 DL1 -0.373 0.4295 53.9789 0 0 0
Base 34 28 DL2 -2.1074 1.7206 101.6231 0 0 0
Base 34 28 LL1 0.0032 -0.4329 6.9045 0 0 0
Base 34 28 LL2 0.0008 -0.0189 -0.0332 0 0 0
Base 34 28 LLR -0.0044 0.0818 2.2286 0 0 0
Base 34 28 EX -19.0951 2.4687 71.6003 0 0 0
Base 34 28 EY 0.0168 -26.0991 -9.3498 0 0 0
Base 34 28 U1:1.4DL1 + 1.4DL2 -3.4726 3.0102 217.8428 0 0 0
Base 34 28
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
-2.9724 1.8982 198.8307 0 0 0
Base 34 28
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
-2.9796 2.2593 197.1594 0 0 0
Base 34 28
U4: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EX + 0.3EY
-22.6121 -2.5023 294.2835 0 0 0
Base 34 28
U5: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EX - 0.3EY
-22.6222 13.1571 299.8934 0 0 0
Base 34 28
U6: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EX + 0.3EY
15.5782 -7.4396 151.083 0 0 0
Base 34 28
U7: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EX - 0.3EY
15.5681 8.2198 156.6929 0 0 0
Base 34 28
U8: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EY + 0.3EX
-9.2338 -22.4998 237.6184 0 0 0
Base 34 28
U9: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EY - 0.3EX
2.2233 -23.9809 194.6582 0 0 0
Base 34 28
U10: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EY + 0.3EX
-9.2673 29.6984 256.3181 0 0 0
Base 34 28 U11: 1.42DL1 + 1.42DL2 + 0.5LL1 2.1897 28.2172 213.3579 0 0 0

Analysis Results
Page 44 of 46
Story
Joint
Label
Unique
Name
Load Case/Combo
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
MZ
kN-m
+ 1.0LL2 + 0.5LLR - 1EY - 0.3EX
Base 34 28
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
-20.7768 -3.899 174.6047 0 0 0
Base 34 28
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
-20.7868 11.7605 180.2146 0 0 0
Base 34 28
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
17.4135 -8.8363 31.4042 0 0 0
Base 34 28
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
17.4034 6.8232 37.0141 0 0 0
Base 34 28
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
-7.3984 -23.8964 117.9396 0 0 0
Base 34 28
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
4.0587 -25.3776 74.9794 0 0 0
Base 34 28
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
-7.432 28.3018 136.6393 0 0 0
Base 34 28
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
4.0251 26.8206 93.6791 0 0 0
Base 35 30 DL1 0.2345 -0.1348 28.2135 0 0 0
Base 35 30 DL2 2.37 -5.8287 47.4947 0 0 0
Base 35 30 LL1 -0.106 0.6252 5.469 0 0 0
Base 35 30 LL2 0.0013 -0.005 0.0431 0 0 0
Base 35 30 LLR -0.0084 -0.0036 0.0655 0 0 0
Base 35 30 EX -23.3122 -0.9348 -74.119 0 0 0
Base 35 30 EY 0.4648 -12.8453 27.8395 0 0 0
Base 35 30 U1:1.4DL1 + 1.4DL2 3.6463 -8.3489 105.9915 0 0 0
Base 35 30
U2:1.2DL1 + 1.2DL2 + 1.6LL1 +
1.6LL2 + 0.5LLR
2.9537 -6.1657 99.702 0 0 0
Base 35 30
U3:1.2DL1 + 1.2DL2 + 1.0LL1 +
1.0LL2 + 1.6LLR
3.0073 -6.5417 96.4667 0 0 0
Base 35 30
U4: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EX + 0.3EY
-19.5302 -12.9507 44.5489 0 0 0
Base 35 30
U5: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EX - 0.3EY
-19.8091 -5.2436 27.8452 0 0 0
Base 35 30
U6: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EX + 0.3EY
27.0942 -11.0812 192.7868 0 0 0
Base 35 30
U7: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EX - 0.3EY
26.8153 -3.374 176.0831 0 0 0
Base 35 30
U8: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EY + 0.3EX
-2.8864 -21.2881 115.9198 0 0 0
Base 35 30
U9: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR + 1EY - 0.3EX
11.101 -20.7272 160.3912 0 0 0
Base 35 30
U10: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EY + 0.3EX
-3.8159 4.4025 60.2408 0 0 0
Base 35 30
U11: 1.42DL1 + 1.42DL2 + 0.5LL1
+ 1.0LL2 + 0.5LLR - 1EY - 0.3EX
10.1714 4.9633 104.7122 0 0 0
Base 35 30
U12: 0.68DL1 + 0.68DL2 + 1EX +
0.3EY
-21.4017 -8.8435 -14.2856 0 0 0
Base 35 30
U13: 0.68DL1 + 0.68DL2 + 1EX -
0.3EY
-21.6806 -1.1364 -30.9893 0 0 0
Base 35 30
U14: 0.68DL1 + 0.68DL2 - 1EX +
0.3EY
25.2227 -6.974 133.9524 0 0 0
Base 35 30
U15: 0.68DL1 + 0.68DL2 - 1EX -
0.3EY
24.9438 0.7332 117.2487 0 0 0
Base 35 30
U16: 0.68DL1 + 0.68DL2 + 1EY +
0.3EX
-4.7578 -17.1809 57.0854 0 0 0
Base 35 30
U17: 0.68DL1 + 0.68DL2 + 1EY -
0.3EX
9.2295 -16.62 101.5568 0 0 0
Base 35 30
U18: 0.68DL1 + 0.68DL2 - 1EY +
0.3EX
-5.6874 8.5096 1.4064 0 0 0
Base 35 30
U19: 0.68DL1 + 0.68DL2 - 1EY -
0.3EX
8.2999 9.0705 45.8778 0 0 0
5.4 Modal Results
Table 5.9 - Modal Periods and Frequencies
Case Mode
Period
sec
Frequenc
y
cyc/sec
Circular
Frequenc
y
rad/sec
Eigenvalu
e
rad²/sec²
Modal 1 0.974 1.027 6.4506 41.6096
Modal 2 0.95 1.053 6.6134 43.7372

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