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Project Report Model File: local yanacancha, Revision 0
22/11/2019
Table of Contents 1. Structure Data
5
1.1 Story Data
5
1.2 Grid Data
5
1.3 Point Coordinates
5
1.4 Line Connectivity
5
1.5 Area Connectivity
6
1.6 Mass
6
1.7 Groups
7
2. Properties
9
2.1 Materials
9
2.2 Frame Sections
9
2.3 Shell Sections
10
2.4 Reinforcement Sizes
10
2.5 Links
10
2.6 Tendon Sections
10
3. Assignments
12
3.1 Joint Assignments
12
3.2 Frame Assignments
12
3.3 Shell Assignments
13
4. Loads
15
4.1 Load Patterns
15
4.2 Auto Seismic Loading
15
4.3 Functions
20
4.3.1 Response Spectrum Functions
20
4.3.2 Time History Functions
20
4.4 Load Cases
20
4.5 Load Combinations
21
5. Analysis Results
24
5.1 Structure Results
24
5.2 Story Results
27
5.3 Point Results
35
5.4 Modal Results
55
6. Design Data
56
6.1 Concrete Frame Design
56
Page 2 of 78
List of Tables Table 1.1 Story Definitions
5
Table 1.2 Grid Definitions - General
5
Table 1.3 Grid Definitions - Grid Lines
5
Table 1.4 Point Bays
5
Table 1.5 Column Bays
6
Table 1.6 Beam Bays
6
Table 1.7 Floor Bays
6
Table 1.8 Mass Source Definition
6
Table 1.9 Centers Of Mass And Rigidity
7
Table 1.10 Mass Summary by Diaphragm
7
Table 1.11 Mass Summary by Story
7
Table 1.12 Mass Summary by Group
7
Table 1.13 Group Definitions
8
Table 2.1 Material Properties - General
9
Table 2.2 Frame Section Property Definitions - Summary
9
Table 2.3 Area Section Property Definitions - Summary
10
Table 2.4 Reinforcing Bar Sizes
10
Table 2.5 Link Property Definitions - Summary
10
Table 2.6 Tendon Section Properties
11
Table 3.1 Joint Assignments - Summary
12
Table 3.2 Frame Assignments - Summary
12
Table 3.3 Area Assignments - Summary
13
Table 4.1 Load Pattern Definitions
15
Table 4.6 Functions - Response Spectrum - Peru Norma E030
20
Table 4.7 Functions - Response Spectrum - User Defined
20
Table 4.8 Functions - Time History - User Defined
20
Table 4.9 Load Case Definitions - Summary
20
Table 4.10 Load Combination Definitions
21
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 Over Avg Displacements
27
Table 5.5 Story Drifts
28
Table 5.6 Story Max Over Avg Drifts
30
Table 5.7 Story Forces
31
Table 5.8 Joint Reactions
35
Table 5.9 Modal Periods And Frequencies
55
Page 3 of 78
List of Tables Table 5.10 Modal Participating Mass Ratios
55
Table 5.11 Modal Load Participation Ratios
55
Table 5.12 Modal Direction Factors
55
Table 6.1 Concrete Frame Design Preferences - ACI 318-14
56
Table 6.2 Concrete Column Overwrites - ACI 318-14
56
Table 6.3 Concrete Beam Overwrites - ACI 318-14
57
Table 6.4 Concrete Column PMM Envelope - ACI 318-14
58
Table 6.5 Concrete Column Shear Envelope - ACI 318-14
58
Table 6.6 Concrete Beam Flexure Envelope - ACI 318-14
59
Table 6.7 Concrete Beam Shear Envelope - ACI 318-14
60
Table 6.8 Concrete Joint Envelope - ACI 318-14
61
Table 6.9 Concrete Column Design Summary - ACI 318-14
62
Table 6.10 Concrete Beam Design Summary - ACI 318-14
63
Table 6.11 Concrete Joint Design Summary - ACI 318-14
77
Page 4 of 78
Structure Data
22/11/2019
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 Definitions Tower
Name
T1
Story1
Height Master Similar m Story To 3.5
Yes
Splice Height m
Splice Story
None
No
Color Yellow
1.2 Grid Data Table 1.2 - Grid Definitions - General Tower T1
Name
Type
PLANTA LOCAL Cartesian
Ux m
Uy m
Rz deg
Story Range
0
0
0
Default
User Top Story
User Bubble Bottom Size Story mm 1250
Color Gray6
Table 1.3 - Grid Definitions - Grid Lines Name
Grid Line Type
Ordinate m
Angle m
X1 m
Y1 m
X2 m
Y2 m
Bubble Visible Location
PLANTA LOCAL X (Cartesian)
0
End
Yes
PLANTA LOCAL X (Cartesian)
4.77
End
Yes
PLANTA LOCAL X (Cartesian)
9.51
End
Yes
PLANTA LOCAL X (Cartesian)
14.27
End
Yes
PLANTA LOCAL X (Cartesian)
19.01
End
Yes
PLANTA LOCAL Y (Cartesian)
0
Start
Yes
PLANTA LOCAL Y (Cartesian)
5.59
Start
Yes
PLANTA LOCAL Y (Cartesian)
11.19
Start
Yes
1.3 Point Coordinates Table 1.4 - Point Bays Label
Is Auto Point
X m
Y m
1
No
0
11.19
0
2
No
0
0
0
3
No
19.01
0
0
4
No
19.01
11.19
0
5
No
0
5.59
0
6
No
4.77
11.19
0
7
No
9.51
11.19
0
8
No
14.27
11.19
0
9
No
4.77
0
0
10
No
9.51
0
0
11
No
14.27
0
0
12
No
19.01
5.59
0
13
Yes
9.5061
5.5948
0
14
Yes
9.5061
5.5948
0
15
Yes
9.5061
5.5948
0
Page 5 of 78
DZBelow m
Structure Data
22/11/2019
1.4 Line Connectivity Table 1.5 - Column Bays Label
PointBayI PointBayJ IEndStory
C1
1
1
Below
C2
2
2
Below
C3
3
3
Below
C4
4
4
Below
C5
5
5
Below
C6
6
6
Below
C7
7
7
Below
C8
8
8
Below
C9
9
9
Below
C10
10
10
Below
C11
11
11
Below
C12
12
12
Below
Table 1.6 - Beam Bays Label
PointBayI PointBayJ
B1
2
9
B2
9
10
B3
10
11
B4
11
3
B5
3
12
B6
12
4
B7
8
4
B8
7
8
B9
6
7
B10
1
6
B11
5
1
B12
2
5
1.5 Area Connectivity Table 1.7 - Floor Bays Label F1
NumPoints PointNumber PointBay 1
1
F1
12
2
6
F1
3
7
F1
4
8
F1
5
4
F1
6
12
F1
7
3
F1
8
11
F1
9
10
F1
10
9
F1
11
2
F1
12
5
1.6 Mass
Page 6 of 78
Structure Data
22/11/2019
Table 1.8 - Mass Source Definition (Part 1 of 2) Include Include Source Source Source Move Is Lump Move Move Lateral Vertical Self Added Load Mass Default Mass? Ratio X Ratio Y Mass? Mass? Mass? Mass? Patterns? Centroid?
Name FROM LOADS
No
Yes
No
Yes
No
No
Yes
No
No
Yes
No
Yes
Yes
No
Yes
No
Yes
Yes
No
Yes
Yes
Yes
No
No
FROM LOADS FROM LOADS FROM LOADS FROM SELF FROM SELF FROM SELF MsSrc1
Table 1.8 - Mass Source Definition (Part 2 of 2) Load Multiplier Pattern CM
1
Live
0.5
LIVEUP
0.25
Dead
1
CM
1
Live
0.5
LIVEUP
0.25
Table 1.9 - Centers Of Mass And Rigidity
Story
Diaphragm
Mass X Mass Y kg kg
XCM m
YCM m
Cum Cum XCCM Mass X Mass Y m kg kg
YCCM m
XCR m
YCR m
Story1
D1
48965.07 48965.07
9.5061
5.5948
48965.07 48965.07
5.5948
9.5086
1.9543
9.5061
Table 1.10 - Mass Summary by Diaphragm
Story
Mass X Mass Y Mass Mass X Mass Y Moment Diaphragm Center Center kg kg of Inertia m m ton-m2
Story1
D1
48965.07 48965.07 2886.5922
9.5061
Table 1.11 - Mass Summary by Story Story
UX kg
UY kg
UZ kg
Story1
48965.07 48965.07
0
Base
10722.36 10722.36
0
Table 1.12 - Mass Summary by Group Group
Self Mass kg
All
59687.43
Self Mass X Mass Y Mass Z Weight kg kg kg kN 0
59687.43 59687.43
Page 7 of 78
0
5.5948
Structure Data
22/11/2019
1.7 Groups Table 1.13 - Group Definitions Name
Color
All
Yellow
Steel Concrete Composite Design? Design? Design? No
Page 8 of 78
No
No
Properties
22/11/2019
2 Properties This chapter provides property information for materials, frame sections, shell sections, and links. 2.1 Materials Table 2.1 - Material Properties - General Material
Type
SymType
Grade
Color
Notes
4000Psi
Concrete
Isotropic
f'c 4000 psi Gray8Dark
A416Gr270
Tendon
Uniaxial
Grade 270
A615Gr60
Rebar
Uniaxial
Grade 60
Blue
A992Fy50
Steel
Isotropic
Grade 50
Yellow
Concreto F'c 210 Concrete
Isotropic
Green
f'c 3000 psi Gray8Dark
2.2 Frame Sections Table 2.2 - Frame Section Property Definitions - Summary (Part 1 of 4) Shape
Color
Area cm2
COLUMNA L Concreto F'c 210
SD Section
Magenta
1875
COLUMNA T Concreto F'c 210
SD Section
Yellow
2250
453125.9 304687.5 740625
Name
Material
J cm4
I33 cm4
I22 cm4
I23 cm4
IMajor cm4
336318.3 358072.9 358072.9
ConcBm
4000Psi
Concrete Rectangular
Yellow
1875
474572.9 390625 219726.6
ConcCol
4000Psi
Concrete Rectangular
Magenta
1406.3
278503.4 164794.9 164794.9
SteelBm
A992Fy50
Steel I/Wide Flange
Red
71.4
25.7
30343.2
965.5
SteelCol
A992Fy50
Steel I/Wide Flange
Cyan
306.3
551.8
150638
52090.7
VIGA 40X25
Concreto F'c 210
Concrete Rectangular
Gray8Dark
1000
127345.2 133333.3 52083.3
Table 2.2 - Frame Section Property Definitions - Summary (Part 2 of 4) IMinor cm4
MajorAngle deg
As2 cm2
As3 cm2
S33Pos S33Neg S22Pos S22Neg cm3 cm3 cm3 cm3
1470.2
1470.2
17187.5
12276.8
17187.5
1757.7
2022.9
11079.5
17410.7
21160.7
1562.5
1562.5
15625
15625
11718.8
1171.9
1171.9
8789.1
8789.1
8789.1
Z33 cm3
Z22 cm3
R33 mm
R22 mm
12276.8
21484.4
21484.4
138.2
138.2
21160.7
21294.6
33750
116.4
181.4
11718.8
23437.5
17578.1
144.3
108.3
8789.1
13183.6
13183.6
108.3
108.3
31.3
37.4
1213.7
1213.7
115.9
115.9
1368.2
178.2
206.2
36.8
63.4
222.5
6025.5
6025.5
2083.6
2083.6
6570.3
3142.6
221.8
130.4
833.3
833.3
6666.7
6666.7
4166.7
4166.7
10000
6250
115.5
72.2
Table 2.2 - Frame Section Property Definitions - Summary (Part 3 of 4) Fillet CG CG PNA PNA SC SC Area As2 As3 J I33 Radius Offset 3 Offset 2 Offset 3 Offset 2 Offset 3 Offset 2 Modifier Modifier Modifier Modifier Modifier mm mm mm mm mm mm mm 41.7
41.7
0
0
1
0
-50
0
0
1
1
1
1
1
0
0
0
0
1
1
1
1
1
0
0
0
0
1
1
1
1
1
0
0
0
0
1
1
1
1
1
0
0
0
0
1
1
1
1
1
0
0
0
0
1
1
1
1
1
Page 9 of 78
1
1
1
1
Properties
22/11/2019
Table 2.2 - Frame Section Property Definitions - Summary (Part 4 of 4) Mass Weight Modifier Modifier 1
1
1
1
1
1
1
1
1
1
1
1
1
1
2.3 Shell Sections Table 2.3 - Area Section Property Definitions - Summary Name
Type
Element Type
Total Deck Thickness Material mm
Material
Deck1
Deck
Membrane
4000Psi
162.5
Plank1
Slab
Membrane
4000Psi
200
Slab1
Slab
Shell-Thin
4000Psi
200
TECHO
Slab
Shell-Thin Concreto F'c 210
50
Wall1
Wall
Shell-Thin
250
4000Psi
Deck Depth mm
A992Fy50
2.4 Reinforcement Sizes Table 2.4 - Reinforcing Bar Sizes Name
Diameter mm
Area cm2
6
6
0.3
8
8
0.5
10
10
0.8
12
12
1.1
14
14
1.5
16
16
2
18
18
2.5
20
20
3.1
22
22
3.8
25
25
4.9
26
26
5.3
28
28
6.2
32
32
8
36
36
10.2
40
40
12.6
50
50
19.6
2.5 Links Table 2.5 - Link Property Definitions - Summary Name
Type
Degrees of Freedom
Mass kg
Link1
Linear
U1
0
Defined Defined Weight Length Area kN m m2
Page 10 of 78
0
1
1
75
Properties
22/11/2019
2.6 Tendon Sections Table 2.6 - Tendon Section Properties Name
Material
Tendon1 A416Gr270
StrandArea cm2
Color
1
Cyan
Page 11 of 78
Notes
Assignments
22/11/2019
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
UniqueName Diaphragm
Restraints
Story1
1
2
From Area
Story1
2
4
From Area
Story1
3
6
From Area
Story1
4
8
From Area
Story1
5
10
From Area
Story1
6
12
From Area
Story1
7
14
From Area
Story1
8
16
From Area
Story1
9
18
From Area
Story1
10
22
From Area
Story1
11
24
From Area
Story1
12
26
From Area
Story1
13
19
D1
Story1
14
20
D1
Story1
15
27
D1
Base
1
1
From Area
UX; UY; UZ
Base
2
3
From Area
UX; UY; UZ; RX; RY; RZ
Base
3
5
From Area
UX; UY; UZ; RX; RY; RZ
Base
4
7
From Area
UX; UY; UZ
Base
5
9
From Area
UX; UY; UZ
Base
6
11
From Area
UX; UY; UZ
Base
7
13
From Area
UX; UY; UZ
Base
8
15
From Area
UX; UY; UZ
Base
9
17
From Area
UX; UY; UZ; RX; RY; RZ
Base
10
21
From Area
UX; UY; UZ; RX; RY; RZ
Base
11
23
From Area
UX; UY; UZ; RX; RY; RZ
Base
12
25
From Area
UX; UY; UZ
Spring
Added Mass
Panel Include Zone in Mesh
3.2 Frame Assignments Table 3.2 - Frame Assignments - Summary (Part 1 of 2) Design Length UniqueName Type m
Auto Select
Analysis Section
Design Section
Axis Angle deg
Max Min Station Number Spacing Stations m
Story
Label
Story1
B1
14
Beam
4.77
VIGA 40X25 VIGA 40X25
0.5
Story1
B2
15
Beam
4.74
VIGA 40X25 VIGA 40X25
0.5
Story1
B3
16
Beam
4.76
VIGA 40X25 VIGA 40X25
0.5
Story1
B4
17
Beam
4.74
VIGA 40X25 VIGA 40X25
0.5
Story1
B5
18
Beam
5.59
VIGA 40X25 VIGA 40X25
0.5
Story1
B6
19
Beam
5.6
VIGA 40X25 VIGA 40X25
0.5
Story1
B7
20
Beam
4.74
VIGA 40X25 VIGA 40X25
0.5
Story1
B8
21
Beam
4.76
VIGA 40X25 VIGA 40X25
0.5
Story1
B9
22
Beam
4.74
VIGA 40X25 VIGA 40X25
0.5
Story1
B10
23
Beam
4.77
VIGA 40X25 VIGA 40X25
0.5
Page 12 of 78
Assignments
22/11/2019
Table 3.2 - Frame Assignments - Summary (Part 1 of 2, continued) Design Length UniqueName Type m
Auto Select
Analysis Section
Axis Angle deg
Design Section
Max Min Station Number Spacing Stations m
Story
Label
Story1
B11
24
Beam
5.6
VIGA 40X25 VIGA 40X25
0.5
Story1
B12
25
Beam
5.59
VIGA 40X25 VIGA 40X25
0.5
Story1
C1
1
Column
3.5
COLUMNA L COLUMNA L
450
3
Story1
C2
2
Column
3.5
COLUMNA L COLUMNA L
180
3
Story1
C3
3
Column
3.5
COLUMNA L COLUMNA L
630
3
Story1
C4
4
Column
3.5
COLUMNA L COLUMNA L
Story1
C5
5
Column
3.5
COLUMNA T COLUMNA T
Story1
C6
6
Column
3.5
COLUMNA T COLUMNA T
270
3
Story1
C7
7
Column
3.5
COLUMNA T COLUMNA T
270
3
Story1
C8
8
Column
3.5
COLUMNA T COLUMNA T
270
3
3 3
Story1
C9
9
Column
3.5
COLUMNA T COLUMNA T
90
3
Story1
C10
11
Column
3.5
COLUMNA T COLUMNA T
90
3
Story1
C11
12
Column
3.5
COLUMNA T COLUMNA T
90
3
Story1
C12
13
Column
3.5
COLUMNA T COLUMNA T
180
3
Table 3.2 - Frame Assignments - Summary (Part 2 of 2) Releases
User Offsets
Added Mass kg/m
Pier
Spandrel Spring Modifiers
3.3 Shell Assignments
Page 13 of 78
T/C Limits
Moment Beam Type
Assignments
22/11/2019
Table 3.3 - Area Assignments - Summary (Part 1 of 2) Story
Label
UniqueName
Story1
F1
1
Section Property Diaphragm Property Type TECHO
Slab
Axis Angle deg
Added Mass kg/m2
D1
Table 3.3 - Area Assignments - Summary (Part 2 of 2) Spring Modifiers
Page 14 of 78
Pier
Spandrel
Spandrel Story
Loads
22/11/2019
4 Loads This chapter provides loading information as applied to the model. 4.1 Load Patterns Table 4.1 - Load Pattern Definitions Name
Is Auto Load
Type
Self Weight Multiplier
CM
No
Super Dead
0
Dead
No
Dead
1
Auto Load
Live
No
Reducible Live
0
LIVEUP
No
Live
0
SISMOXXNEG
No
Seismic
0
User Coefficient
SISMOXXPOS
No
Seismic
0
User Coefficient
SISMOYYNEG
No
Seismic
0
User Coefficient
SISMOYYPOS
No
Seismic
0
User Coefficient
4.2 Auto Seismic Loading
Page 15 of 78
Loads
22/11/2019
User Coefficient Auto Seismic Load Calculation This calculation presents the automatically generated lateral seismic loads for load pattern SISMOXXPOS using the user input coefficients, as calculated by ETABS. Direction and Eccentricity
Direction = X + Eccentricity Y Eccentricity Ratio = 5% for all diaphragms Factors and Coefficients Equivalent Lateral Forces
C = 0.35
Base Shear Coefficient, C V = CW
Base Shear, V Calculated Base Shear Direction
Period Used (sec)
C
X + Ecc. Y
0
0
Applied Story Forces Lateral Load to Stories - X
168.0642kN Story1
Base 0
25
50
75 100 125 150 175 200 Force, kN
Story
Elevation
X-Dir
Y-Dir
m
kN
kN
Story1
3.5
168.0642
0
Base
0
0
0
Page 16 of 78
W (kN)
V (kN)
480.1833 168.0642
Loads
22/11/2019
User Coefficient Auto Seismic Load Calculation This calculation presents the automatically generated lateral seismic loads for load pattern SISMOXXNEG using the user input coefficients, as calculated by ETABS. Direction and Eccentricity
Direction = X - Eccentricity Y Eccentricity Ratio = 5% for all diaphragms Factors and Coefficients Equivalent Lateral Forces
C = 0.35
Base Shear Coefficient, C V = CW
Base Shear, V Calculated Base Shear Direction
Period Used (sec)
C
X - Ecc. Y
0
0
Applied Story Forces Lateral Load to Stories - X
168.0642kN Story1
Base 0
25
50
75 100 125 150 175 200 Force, kN
Story
Elevation
X-Dir
Y-Dir
m
kN
kN
Story1
3.5
168.0642
0
Base
0
0
0
Page 17 of 78
W (kN)
V (kN)
480.1833 168.0642
Loads
22/11/2019
User Coefficient Auto Seismic Load Calculation This calculation presents the automatically generated lateral seismic loads for load pattern SISMOYYPOS using the user input coefficients, as calculated by ETABS. Direction and Eccentricity
Direction = Y + Eccentricity X Eccentricity Ratio = 5% for all diaphragms Factors and Coefficients Equivalent Lateral Forces
C = 0.35
Base Shear Coefficient, C V = CW
Base Shear, V Calculated Base Shear Direction
Period Used (sec)
C
Y + Ecc. X
0
0
Applied Story Forces Lateral Load to Stories - Y
Story1 168.0642kN
Base 0
25
50
75 100 125 150 175 200 Force, kN
Story
Elevation
X-Dir
Y-Dir
m
kN
kN
Story1
3.5
0
168.0642
Base
0
0
0
Page 18 of 78
W (kN)
V (kN)
480.1833 168.0642
Loads
22/11/2019
User Coefficient Auto Seismic Load Calculation This calculation presents the automatically generated lateral seismic loads for load pattern SISMOYYNEG using the user input coefficients, as calculated by ETABS. Direction and Eccentricity
Direction = Y - Eccentricity X Eccentricity Ratio = 5% for all diaphragms Factors and Coefficients Equivalent Lateral Forces
C = 0.35
Base Shear Coefficient, C V = CW
Base Shear, V Calculated Base Shear Direction
Period Used (sec)
C
Y - Ecc. X
0
0
Applied Story Forces Lateral Load to Stories - Y
Story1 168.0642kN
Base 0
25
50
75 100 125 150 175 200 Force, kN
Story
Elevation
X-Dir
Y-Dir
m
kN
kN
Story1
3.5
0
168.0642
Base
0
0
0
Page 19 of 78
W (kN)
V (kN)
480.1833 168.0642
Loads
22/11/2019
4.3 Functions 4.3.1 Response Spectrum Functions Table 4.6 - Functions - Response Spectrum - Peru Norma E030 Period sec
Value
E030 LOCAL
0
0.195
E030 LOCAL
0.1
0.195
E030 LOCAL
0.2
0.195
E030 LOCAL
0.3
0.195
E030 LOCAL
0.4
0.195
E030 LOCAL
0.5
0.195
E030 LOCAL
0.6
0.195
E030 LOCAL
0.7
0.167143
E030 LOCAL
0.8
0.14625
E030 LOCAL
0.9
0.13
E030 LOCAL
1
0.117
E030 LOCAL
1.2
0.0975
E030 LOCAL
1.5
0.078
E030 LOCAL
1.7
0.068824
E030 LOCAL
2
0.0585
E030 LOCAL
2.5
0.0468
E030 LOCAL
3
0.039
E030 LOCAL
3.5
0.033429
E030 LOCAL
4
0.02925
E030 LOCAL
5
0.0234
E030 LOCAL
8
0.014625
E030 LOCAL
11
0.010636
E030 LOCAL
15
0.0078
Name
Seismic Occupation Zone Category 3
B
Soil Type
Structural Configuration
R
Damping Ratio
2
Regular
8
0.05
Table 4.7 - Functions - Response Spectrum - User Defined Name
Period sec
Value
Damping Ratio
UnifRS
0
1
0.05
UnifRS
1
1
4.3.2 Time History Functions Table 4.8 - Functions - Time History - User Defined Name
Time sec
Value
RampTH
0
0
RampTH
1
1
RampTH
4
1
UnifTH
0
1
UnifTH
1
1
4.4 Load Cases
Page 20 of 78
Loads
22/11/2019
Table 4.9 - Load Case Definitions - Summary Name
Type
Modal
Modal - Eigen
Dead
Linear Static
Live
Linear Static
SISMOXPOS
Linear Static
SISMOXXPOS
Linear Static
SISMOXXNEG
Linear Static
SISMOYYPOS
Linear Static
SISMOYYNEG
Linear Static
EQXX
Response Spectrum
EQYY
Response Spectrum
CM
Linear Static
LIVEUP
Linear Static
Notes
4.5 Load Combinations Table 4.10 - Load Combination Definitions Name
Type
Is Auto
Load Name
DCon1
SF
Notes
Linear Add
Yes
Dead
1.4
Dead [Strength]
CM
1.4
Dead
1.2
DCon2
Live
1.6
DCon2
CM
1.2
DCon2
LIVEUP
1.6
Dead
1.3
DCon1 DCon2
DCon3
Linear Add
Linear Add
Yes
Yes
Mode
DCon3
Live
1
DCon3
CM
1.3
DCon3
LIVEUP
1
DCon3
SISMOXXPOS
1
Dead
1.3
Live
1
DCon4
CM
1.3
DCon4
LIVEUP
1
DCon4
Linear Add
Yes
DCon4
DCon4
SISMOXXPOS
-1
Dead
1.3
DCon5
Live
1
DCon5
CM
1.3
DCon5
LIVEUP
1
DCon5
SISMOXXNEG
1
Dead
1.3
Live
1
DCon6
CM
1.3
DCon6
LIVEUP
1
DCon6
SISMOXXNEG
-1
Dead
1.3
Live
1
DCon7
CM
1.3
DCon7
LIVEUP
1
DCon7
SISMOYYPOS
1
Dead
1.3
Live
1
DCon5
DCon6
Linear Add
Linear Add
Yes
Yes
DCon6
DCon7
Linear Add
Yes
DCon7
DCon8 DCon8
Linear Add
Yes
Page 21 of 78
Dead + Live [Strength]
Dead + Live + Static Earthquake [Strength]
Dead + Live - Static Earthquake [Strength]
Dead + Live + Static Earthquake [Strength]
Dead + Live - Static Earthquake [Strength]
Dead + Live + Static Earthquake [Strength]
Dead + Live - Static Earthquake [Strength]
Loads
22/11/2019
Table 4.10 - Load Combination Definitions (continued) Name
Type
Is Auto
Load Name
Mode
SF
DCon8
CM
1.3
DCon8
LIVEUP
1
DCon8
SISMOYYPOS
-1
Dead
1.3
DCon9
Live
1
DCon9
CM
1.3
DCon9
LIVEUP
1
DCon9
SISMOYYNEG
1
Dead
1.3
Live
1
DCon10
CM
1.3
DCon10
LIVEUP
1
DCon10
SISMOYYNEG
-1
Dead
0.8
CM
0.8
DCon9
Linear Add
DCon10 Linear Add
Yes
Yes
DCon10
DCon11 Linear Add
Yes
DCon11 DCon11
SISMOXXPOS
1
Dead
0.8
DCon12
CM
0.8
DCon12
SISMOXXPOS
-1
Dead
0.8
CM
0.8
DCon12 Linear Add
DCon13 Linear Add
Yes
Yes
DCon13 DCon13
SISMOXXNEG
1
Dead
0.8
DCon14
CM
0.8
DCon14
SISMOXXNEG
-1
Dead
0.8
CM
0.8
DCon14 Linear Add
DCon15 Linear Add
Yes
Yes
DCon15 DCon15
SISMOYYPOS
1
Dead
0.8
DCon16
CM
0.8
DCon16
SISMOYYPOS
-1
Dead
0.8
CM
0.8
DCon16 Linear Add
DCon17 Linear Add
Yes
Yes
DCon17 DCon17
SISMOYYNEG
1
Dead
0.8
DCon18
CM
0.8
DCon18
SISMOYYNEG
-1
Dead
1.3
DCon19
Live
1
DCon19
CM
1.3
DCon19
LIVEUP
1
DCon19
EQXX
1
Dead
1.3
Live
1
DCon20
CM
1.3
DCon20
LIVEUP
1
DCon20
EQYY
1
Dead
0.8
DCon21
CM
0.8
DCon21
EQXX
1
DCon18 Linear Add
DCon19 Linear Add
DCon20 Linear Add
Yes
Yes
Yes
DCon20
DCon21 Linear Add
Yes
Page 22 of 78
Notes
Dead + Live + Static Earthquake [Strength]
Dead + Live - Static Earthquake [Strength]
Dead (min) + Static Earthquake [Strength]
Dead (min) - Static Earthquake [Strength]
Dead (min) + Static Earthquake [Strength]
Dead (min) - Static Earthquake [Strength]
Dead (min) + Static Earthquake [Strength]
Dead (min) - Static Earthquake [Strength]
Dead (min) + Static Earthquake [Strength]
Dead (min) - Static Earthquake [Strength]
Dead + Live + Response Spectrum [Strength]
Dead + Live + Response Spectrum [Strength]
Dead (min) + Response Spectrum [Strength]
Loads
22/11/2019
Table 4.10 - Load Combination Definitions (continued) Name
Type
Is Auto
Load Name
SF
Notes
Yes
Dead
0.8
Dead (min) + Response Spectrum [Strength]
DCon22
CM
0.8
DCon22
EQYY
1
DCon22 Linear Add
Mode
Page 23 of 78
Analysis Results
22/11/2019
5 Analysis Results This chapter provides analysis results. 5.1 Structure Results Table 5.1 - Base Reactions (Part 1 of 2) Output Case
Case Type
Step Type
Step Number
Step Label
FX kN
FY kN
FZ kN
MX kN-m
MY kN-m
Modal
LinModEigen
Mode
1
0.0036
6.5899
0
-23.0648
0.0128
Modal
LinModEigen
Mode
Modal
LinModEigen
Mode
2
5.9862
-0.0071
0
0.0249
20.9517
3
15.6814
0.0022
0
-0.0076
54.8851
Dead Live
LinStatic
0
0
LinStatic
0
0
0
SISMOXPOS
LinStatic
SISMOXXPOS
LinStatic
0
0
0
0
0
-168.0642
0
0
0
-588.2245
SISMOXXNEG
LinStatic
-168.0642
0
SISMOYYPOS
LinStatic
0
-168.0642
0
0
-588.2245
0
588.2245
0
585.3337 3274.7732 -5564.7807 0
0
SISMOYYNEG
LinStatic
0
-168.0642
0
588.2245
0
EQXX
LinRespSpec
Max
67.4535
0.059
0
0.2065
236.0874
EQYY
LinRespSpec
Max
0.059
93.6357
0
327.725
0.2065
CM
LinStatic
0
0
0
0
0
LIVEUP
LinStatic
0
0
0
0
DCon1
Combination
0
0
819.4672 4584.6825
DCon2
Combination
0
0
702.4005 3929.7279 -6677.7368
DCon3
Combination
-168.0642
0
760.9339 4257.2052 -7822.4394
DCon4
Combination
168.0642
0
760.9339 4257.2052 -6645.9903
DCon5
Combination
-168.0642
0
760.9339 4257.2052 -7822.4394
DCon6
Combination
168.0642
0
760.9339 4257.2052 -6645.9903
DCon7
Combination
0
-168.0642 760.9339 4845.4297 -7234.2149
DCon8
Combination
0
168.0642 760.9339 3668.9806 -7234.2149
0 -7790.693
DCon9
Combination
0
-168.0642 760.9339 4845.4297 -7234.2149
DCon10
Combination
0
168.0642 760.9339 3668.9806 -7234.2149
DCon11
Combination
-168.0642
0
468.267 2619.8186 -5040.0491
DCon12
Combination
168.0642
0
468.267 2619.8186
DCon13
Combination
-168.0642
0
468.267 2619.8186 -5040.0491
DCon14
Combination
168.0642
0
468.267 2619.8186
DCon15
Combination
0
-168.0642 468.267 3208.0431 -4451.8245
DCon16
Combination
0
168.0642
DCon17
Combination
0
-168.0642 468.267 3208.0431 -4451.8245
DCon18
Combination
0
168.0642
DCon19
Combination
Max
67.4535
0.059
760.9339 4257.4116 -6998.1275
DCon19
Combination
Min
-67.4535
-0.059
760.9339 4256.9987 -7470.3023
DCon20
Combination
Max
0.059
93.6357
760.9339 4584.9302 -7234.0084
DCon20
Combination
Min
-0.059
-93.6357 760.9339 3929.4802 -7234.4213
DCon21
Combination
Max
67.4535
0.059
468.267
DCon21
Combination
Min
-67.4535
-0.059
468.267 2619.6121 -4687.9119
DCon22
Combination
Max
0.059
93.6357
468.267 2947.5435 -4451.6181
DCon22
Combination
Min
-0.059
-93.6357
468.267 2292.0936
Page 24 of 78
468.267 468.267
2031.594 2031.594
2620.025
-3863.6 -3863.6 -4451.8245 -4451.8245
-4215.7372
-4452.031
Analysis Results
22/11/2019
Table 5.1 - Base Reactions (Part 2 of 2) MZ kN-m
X m
Y m
Z m
62.5909
0
0
0
-77.5407
0
0
0
38.1115
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1034.3233
0
0
0
846.2595
0
0
0
-1757.3841
0
0
0
-1437.8942
0
0
0
638.3353
0
0
0
889.6719
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1034.3233
0
0
0
-1034.3233
0
0
0
846.2595
0
0
0
-846.2595
0
0
0
-1757.3841
0
0
0
1757.3841
0
0
0
-1437.8942
0
0
0
1437.8942
0
0
0
1034.3233
0
0
0
-1034.3233
0
0
0
846.2595
0
0
0
-846.2595
0
0
0
-1757.3841
0
0
0
1757.3841
0
0
0
-1437.8942
0
0
0
1437.8942
0
0
0
638.3353
0
0
0
-638.3353
0
0
0
889.6719
0
0
0
-889.6719
0
0
0
638.3353
0
0
0
-638.3353
0
0
0
889.6719
0
0
0
-889.6719
0
0
0
Table 5.2 - Centers Of Mass And Rigidity
Story
Diaphragm
Mass X Mass Y kg kg
XCM m
YCM m
Cum Cum XCCM Mass X Mass Y m kg kg
YCCM m
XCR m
YCR m
Story1
D1
48965.07 48965.07
9.5061
5.5948
48965.07 48965.07
5.5948
9.5086
1.9543
Page 25 of 78
9.5061
Analysis Results
22/11/2019
Table 5.3 - Diaphragm Center Of Mass Displacements (Part 1 of 2) Story
Diaphragm Output Case
Case Type
Step Type
Step Number
Step Label
UX mm
UY mm
RZ rad 1.233E-08
Story1
D1
Modal
LinModEigen
Mode
1
-7.902E-05
-0.143
Story1
D1
Modal
LinModEigen
Mode
2
-0.103
0.0001225
1.3E-05
Story1
D1
Modal
LinModEigen
Mode
3
-0.099
-1.375E-05
-1.3E-05
Story1
D1
Dead
LinStatic
7.385E-05
0.494
-1.671E-08
Story1
D1
Live
LinStatic
0
0
0
Story1
D1
SISMOXPOS
LinStatic
0
0
0
Story1
D1
SISMOXXPOS
LinStatic
2.086
0.0003353 -0.000138
Story1
D1
SISMOXXNEG
LinStatic
1.952
0.0002447 -0.000101
Story1
D1
SISMOYYPOS
LinStatic
-0.113
3.645
3.1E-05
Story1
D1
SISMOYYNEG
LinStatic
0.114
3.645
-3.1E-05
Story1
D1
EQXX
LinRespSpec
Max
0.899
0.001
0.000111
Story1
D1
EQYY
LinRespSpec
Max
0.001
2.031
1.655E-07
Story1
D1
CM
LinStatic
0
0
0
Story1
D1
LIVEUP
LinStatic
0
0
0
Story1
D1
DCon1
Combination
0.0001034
0.691
-2.34E-08
Story1
D1
DCon2
Combination
8.862E-05
0.593
-2.006E-08
Story1
D1
DCon3
Combination
2.086
0.642
-0.000138
Story1
D1
DCon4
Combination
-2.086
0.642
0.000138
Story1
D1
DCon5
Combination
1.952
0.642
-0.000101
Story1
D1
DCon6
Combination
-1.952
0.642
0.000101
Story1
D1
DCon7
Combination
-0.113
4.287
3.1E-05
Story1
D1
DCon8
Combination
0.114
-3.003
-3.1E-05
Story1
D1
DCon9
Combination
0.114
4.287
-3.1E-05
Story1
D1
DCon10
Combination
-0.114
-3.003
3.1E-05
Story1
D1
DCon11
Combination
2.086
0.395
-0.000138
Story1
D1
DCon12
Combination
-2.086
0.395
0.000138
Story1
D1
DCon13
Combination
1.952
0.395
-0.000101
Story1
D1
DCon14
Combination
-1.952
0.395
0.000101
Story1
D1
DCon15
Combination
-0.113
4.04
3.1E-05
Story1
D1
DCon16
Combination
0.114
-3.249
-3.1E-05
Story1
D1
DCon17
Combination
0.114
4.04
-3.1E-05
Story1
D1
DCon18
Combination
-0.114
-3.25
3.1E-05
Story1
D1
DCon19
Combination
Max
0.899
0.643
0.000111
Story1
D1
DCon19
Combination
Min
-0.898
0.641
-0.000111
Story1
D1
DCon20
Combination
Max
0.001
2.673
1.438E-07
Story1
D1
DCon20
Combination
Min
-0.001
-1.389
-1.872E-07
Story1
D1
DCon21
Combination
Max
0.899
0.396
0.000111
Story1
D1
DCon21
Combination
Min
-0.899
0.394
-0.000111
Story1
D1
DCon22
Combination
Max
0.001
2.426
1.521E-07
Story1
D1
DCon22
Combination
Min
-0.001
-1.636
-1.789E-07
Table 5.3 - Diaphragm Center Of Mass Displacements (Part 2 of 2) Point
X m
Y m
Z m
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
Page 26 of 78
Analysis Results
22/11/2019
Table 5.3 - Diaphragm Center Of Mass Displacements (Part 2 of 2, continued) Point
X m
Y m
Z m
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
19
9.5061
5.5948
3.5
5.2 Story Results Table 5.4 - Story Max Over Avg Displacements Story
Output Case
Case Type
Step Type
Step Number
Step Label
Story1
Modal
LinModEigen
Mode
1
Y
0.143
0.143
1.001
Story1
Modal
LinModEigen
Mode
2
X
0.175
0.103
1.697
Story1
Modal
LinModEigen
Mode
3
X
0.174
0.099
1.762
Story1
Dead
LinStatic
Y
0.494
0.494
1
Story1
SISMOXXPOS
LinStatic
X
2.859
2.086
1.37
Story1
SISMOXXNEG
LinStatic
X
2.519
1.952
1.29
Story1
SISMOYYPOS
LinStatic
Y
3.941
3.644
1.081
Story1
SISMOYYNEG
LinStatic
Y
3.943
3.645
1.082
Story1
EQXX
LinRespSpec
X
1.435
1.001
1.434
Max
Page 27 of 78
Direction
Maximum Average mm mm
Ratio
Analysis Results
22/11/2019
Table 5.4 - Story Max Over Avg Displacements (continued) Step Type
Step Number
Step Label
Direction
Maximum Average mm mm
Story
Output Case
Case Type
Ratio
Story1
EQXX
LinRespSpec
Max
Y
1.051
0.526
1.997
Story1
EQYY
LinRespSpec
Max
Y
2.032
2.031
1.001
Story1
DCon1
Combination
Y
0.692
0.691
1
Story1
DCon2
Combination
Y
0.593
0.593
1
Story1
DCon3
Combination
X
2.859
2.086
1.37
Story1
DCon3
Combination
Y
1.955
0.642
3.043
Story1
DCon4
Combination
X
2.859
2.086
1.37
Story1
DCon4
Combination
Y
1.954
0.641
3.046
Story1
DCon5
Combination
X
2.519
1.953
1.29
Story1
DCon5
Combination
Y
1.605
0.642
2.499
Story1
DCon6
Combination
X
2.519
1.952
1.29
Story1
DCon6
Combination
Y
1.604
0.642
2.5
Story1
DCon7
Combination
Y
4.583
4.286
1.069
Story1
DCon8
Combination
Y
3.299
3.003
1.099
Story1
DCon9
Combination
Y
4.585
4.287
1.07
Story1
DCon10
Combination
Y
3.3
3.003
1.099
Story1
DCon11
Combination
X
2.859
2.086
1.37
Story1
DCon11
Combination
Y
1.708
0.396
4.319
Story1
DCon12
Combination
X
2.859
2.086
1.37
Story1
DCon12
Combination
Y
1.707
0.395
4.326
Story1
DCon13
Combination
X
2.519
1.952
1.29
Story1
DCon13
Combination
Y
1.358
0.395
3.435
Story1
DCon14
Combination
X
2.519
1.952
1.29
Story1
DCon14
Combination
Y
1.357
0.395
3.439
Story1
DCon15
Combination
Y
4.336
4.04
1.073
Story1
DCon16
Combination
Y
3.546
3.249
1.091
Story1
DCon17
Combination
Y
4.338
4.04
1.074
Story1
DCon18
Combination
Y
3.547
3.25
1.092
Story1
DCon19
Combination
Max
X
1.435
1.001
1.434
Story1
DCon19
Combination
Max
Y
1.693
1.168
1.449
Story1
DCon19
Combination
Min
X
1.435
1.001
1.434
Story1
DCon19
Combination
Min
Y
0.641
0.116
5.542
Story1
DCon20
Combination
Max
Y
2.674
2.673
1.001
Story1
DCon20
Combination
Min
Y
1.39
1.389
1.001
Story1
DCon21
Combination
Max
X
1.435
1.001
1.434
Story1
DCon21
Combination
Max
Y
1.446
0.921
1.57
Story1
DCon21
Combination
Min
X
1.435
1.001
1.434
Story1
DCon21
Combination
Min
Y
0.656
0.131
4.998
Story1
DCon22
Combination
Max
Y
2.427
2.426
1.001
Story1
DCon22
Combination
Min
Y
1.637
1.636
1.001
Table 5.5 - Story Drifts (Part 1 of 2) Story
Output Case
Case Type
Step Type
Step Number
Story1
Modal
LinModEigen
Mode
Story1
Modal
LinModEigen
Story1
Modal
LinModEigen
Story1
Dead
Story1
SISMOXXPOS
Step Label
X m
5
0
Drift
1
Y
4.1E-05
Mode
2
X
5E-05
8
14.27
Mode
3
X
5E-05
11
14.27
LinStatic
Y
0.000141
5
0
LinStatic
X
0.000817
8
14.27
Page 28 of 78
Drift/
Label
Direction
Analysis Results
22/11/2019
Table 5.5 - Story Drifts (Part 1 of 2, continued) Case Type
Step Type
Step Number
Step Label
Output Case
Story1
SISMOXXNEG
LinStatic
X
0.00072
8
14.27
Story1
SISMOYYPOS
LinStatic
Y
0.001126
12
19.01
Story1
SISMOYYNEG
LinStatic
Y
0.001126
5
0
Story1
EQXX
LinRespSpec
Max
X
0.00041
8
14.27
Story1
EQXX
LinRespSpec
Max
Y
0.0003
12
19.01
Story1
EQYY
LinRespSpec
Max
Y
0.00058
5
0
Story1
DCon1
Combination
Y
0.000198
5
0
Story1
DCon2
Combination
Y
0.000169
5
0
Story1
DCon3
Combination
X
0.000817
8
14.27
Story1
DCon3
Combination
Y
0.000559
5
0
Story1
DCon4
Combination
X
0.000817
8
14.27
Story1
DCon4
Combination
Y
0.000558
3
19.01
Story1
DCon5
Combination
X
0.00072
8
14.27
Story1
DCon5
Combination
Y
0.000459
5
0
Story1
DCon6
Combination
X
0.00072
8
14.27
Story1
DCon6
Combination
Y
0.000458
12
19.01
Story1
DCon7
Combination
Y
0.001309
12
19.01
Story1
DCon8
Combination
Y
0.000943
12
19.01
Story1
DCon9
Combination
Y
0.00131
5
0
Story1
DCon10
Combination
Y
0.000943
5
0
Story1
DCon11
Combination
X
0.000817
8
14.27
Story1
DCon11
Combination
Y
0.000488
5
0
Story1
DCon12
Combination
X
0.000817
8
14.27
Story1
DCon12
Combination
Y
0.000488
3
19.01
Story1
DCon13
Combination
X
0.00072
8
14.27
Story1
DCon13
Combination
Y
0.000388
5
0
Story1
DCon14
Combination
X
0.00072
8
14.27
Story1
DCon14
Combination
Y
0.000388
12
19.01
Story1
DCon15
Combination
Y
0.001239
12
19.01
Story1
DCon16
Combination
Y
0.001013
12
19.01
Story1
DCon17
Combination
Y
0.001239
5
0
Story1
DCon18
Combination
Y
0.001014
5
0
Story1
DCon19
Combination
Max
X
0.00041
8
14.27
Story1
DCon19
Combination
Max
Y
0.000484
12
19.01
Story1
DCon19
Combination
Min
X
0.00041
8
14.27
Story1
DCon19
Combination
Min
Y
0.000183
7
9.51
Story1
DCon20
Combination
Max
Y
0.000764
5
0
Story1
DCon20
Combination
Min
Y
0.000397
5
0
Story1
DCon21
Combination
Max
X
0.00041
8
14.27
Story1
DCon21
Combination
Max
Y
0.000413
12
19.01
Story1
DCon21
Combination
Min
X
0.00041
8
14.27
Story1
DCon21
Combination
Min
Y
0.000188
12
19.01
Story1
DCon22
Combination
Max
Y
0.000693
5
0
Story1
DCon22
Combination
Min
Y
0.000468
5
0
Page 29 of 78
Direction
Drift
Drift/
Label
X m
Story
Analysis Results
22/11/2019
Table 5.5 - Story Drifts (Part 2 of 2) Y m
Z m
5.59
3.5
11.19
3.5
0
3.5
5.59
3.5
11.19
3.5
11.19
3.5
5.59
3.5
5.59
3.5
11.19
3.5
5.59
3.5
5.59
3.5
5.59
3.5
5.59
3.5
11.19
3.5
5.59
3.5
11.19
3.5
0
3.5
11.19
3.5
5.59
3.5
11.19
3.5
5.59
3.5
5.59
3.5
5.59
3.5
5.59
3.5
5.59
3.5
11.19
3.5
5.59
3.5
11.19
3.5
0
3.5
11.19
3.5
5.59
3.5
11.19
3.5
5.59
3.5
5.59
3.5
5.59
3.5
5.59
3.5
5.59
3.5
11.19
3.5
5.59
3.5
11.19
3.5
11.19
3.5
5.59
3.5
5.59
3.5
11.19
3.5
5.59
3.5
11.19
3.5
5.59
3.5
5.59
3.5
5.59
3.5
Page 30 of 78
Analysis Results
22/11/2019
Table 5.6 - Story Max Over Avg Drifts Direction
Max Drift mm
Avg Drift mm
Ratio
1
Y
0.143
0.143
1.001
Mode
2
X
0.175
0.103
1.697
Mode
3
X
0.174
0.099
1.762
LinStatic
Y
0.494
0.494
1
LinStatic
X
2.859
2.086
1.37
SISMOXXNEG
LinStatic
X
2.519
1.952
1.29
SISMOYYPOS
LinStatic
Y
3.941
3.644
1.081
Story
Output Case
Case Type
Step Type
Step Number
Story1
Modal
LinModEigen
Mode
Story1
Modal
LinModEigen
Story1
Modal
LinModEigen
Story1
Dead
Story1
SISMOXXPOS
Story1 Story1 Story1
SISMOYYNEG
LinStatic
Story1
EQXX
LinRespSpec
Story1
EQXX
Story1
EQYY
Story1
DCon1
Story1
Step Label
Y
3.943
3.645
1.082
Max
X
1.435
1.001
1.434
LinRespSpec
Max
Y
1.051
0.526
1.997
LinRespSpec
Max
Y
2.032
2.031
1.001
Combination
Y
0.692
0.691
1
DCon2
Combination
Y
0.593
0.593
1
Story1
DCon3
Combination
X
2.859
2.086
1.37
Story1
DCon3
Combination
Y
1.955
0.642
3.043
Story1
DCon4
Combination
X
2.859
2.086
1.37
Story1
DCon4
Combination
Y
1.954
0.641
3.046
Story1
DCon5
Combination
X
2.519
1.953
1.29
Story1
DCon5
Combination
Y
1.605
0.642
2.499
Story1
DCon6
Combination
X
2.519
1.952
1.29
Story1
DCon6
Combination
Y
1.604
0.642
2.5
Story1
DCon7
Combination
Y
4.583
4.286
1.069
Story1
DCon8
Combination
Y
3.299
3.003
1.099
Story1
DCon9
Combination
Y
4.585
4.287
1.07
Story1
DCon10
Combination
Y
3.3
3.003
1.099
Story1
DCon11
Combination
X
2.859
2.086
1.37
Story1
DCon11
Combination
Y
1.708
0.396
4.319
Story1
DCon12
Combination
X
2.859
2.086
1.37
Story1
DCon12
Combination
Y
1.707
0.395
4.326
Story1
DCon13
Combination
X
2.519
1.952
1.29
Story1
DCon13
Combination
Y
1.358
0.395
3.435
Story1
DCon14
Combination
X
2.519
1.952
1.29
Story1
DCon14
Combination
Y
1.357
0.395
3.439
Story1
DCon15
Combination
Y
4.336
4.04
1.073
Story1
DCon16
Combination
Y
3.546
3.249
1.091
Story1
DCon17
Combination
Y
4.338
4.04
1.074
Story1
DCon18
Combination
Y
3.547
3.25
1.092
Story1
DCon19
Combination
Max
X
1.435
1.001
1.434
Story1
DCon19
Combination
Max
Y
1.693
1.168
1.449
Story1
DCon19
Combination
Min
X
1.435
1.001
1.434
Story1
DCon19
Combination
Min
Y
0.641
0.116
5.542
Story1
DCon20
Combination
Max
Y
2.674
2.673
1.001
Story1
DCon20
Combination
Min
Y
1.39
1.389
1.001
Story1
DCon21
Combination
Max
X
1.435
1.001
1.434
Story1
DCon21
Combination
Max
Y
1.446
0.921
1.57
Story1
DCon21
Combination
Min
X
1.435
1.001
1.434
Story1
DCon21
Combination
Min
Y
0.656
0.131
4.998
Story1
DCon22
Combination
Max
Y
2.427
2.426
1.001
Story1
DCon22
Combination
Min
Y
1.637
1.636
1.001
Page 31 of 78
Analysis Results
22/11/2019
Table 5.7 - Story Forces (Part 1 of 2) Story
Output Case
Case Type
Step Type
Step Number
Story1
Modal
LinModEigen
Mode
Story1
Modal
LinModEigen
Mode
Story1
Modal
LinModEigen
Story1
Modal
Story1
Modal
Story1
Step Label
Location
P kN
VX kN
VY kN
T kN-m
1
Top
0
0.0036
6.5899
62.5909
1
Bottom
0
0.0036
6.5899
62.5909
Mode
2
Top
0
5.9862
-0.0071
-77.5407
LinModEigen
Mode
2
Bottom
0
5.9862
-0.0071
-77.5407
LinModEigen
Mode
3
Top
0
15.6814
0.0022
38.1115
Modal
LinModEigen
Mode
3
Bottom
0
15.6814
0.0022
38.1115
Story1
Dead
LinStatic
Top
375.0329
0
0
0
Story1
Dead
LinStatic
Bottom
585.3337
0
0
0
Story1
Live
LinStatic
Top
0
0
0
0
Story1
Live
LinStatic
Bottom
0
0
0
0
Story1
SISMOXPOS
LinStatic
Top
0
0
0
0
Story1
SISMOXPOS
LinStatic
Bottom
0
0
0
0
Story1
SISMOXXPOS
LinStatic
Top
0
-168.0642
0
1034.3233
Story1
SISMOXXPOS
LinStatic
Bottom
0
-168.0642
0
1034.3233
Story1
SISMOXXNEG
LinStatic
Top
0
-168.0642
0
846.2595
Story1
SISMOXXNEG
LinStatic
Bottom
0
-168.0642
0
846.2595
Story1
SISMOYYPOS
LinStatic
Top
0
0
-168.0642 -1757.3841
Story1
SISMOYYPOS
LinStatic
Bottom
0
0
-168.0642 -1757.3841
Story1
SISMOYYNEG
LinStatic
Top
0
0
-168.0642 -1437.8942
Story1
SISMOYYNEG
LinStatic
Bottom
0
0
-168.0642 -1437.8942
Story1
EQXX
LinRespSpec
Max
Top
0
67.4535
0.059
638.3353
Story1
EQXX
LinRespSpec
Max
Bottom
0
67.4535
0.059
638.3353
Story1
EQYY
LinRespSpec
Max
Top
0
0.059
93.6357
889.6719
Story1
EQYY
LinRespSpec
Max
Bottom
0
0.059
93.6357
889.6719
Story1
CM
LinStatic
Top
0
0
0
0
Story1
CM
LinStatic
Bottom
0
0
0
0
Story1
LIVEUP
LinStatic
Top
0
0
0
0
Story1
LIVEUP
LinStatic
Bottom
0
0
0
0
Story1
DCon1
Combination
Top
525.046
0
0
0
Story1
DCon1
Combination
Bottom
819.4672
0
0
0
Story1
DCon2
Combination
Top
450.0395
0
0
0
Story1
DCon2
Combination
Bottom
702.4005
0
0
0
Story1
DCon3
Combination
Top
487.5427 -168.0642
0
1034.3233
Story1
DCon3
Combination
Bottom
760.9339 -168.0642
0
1034.3233
Story1
DCon4
Combination
Top
487.5427 168.0642
0
-1034.3233
Story1
DCon4
Combination
Bottom
760.9339 168.0642
0
-1034.3233
Story1
DCon5
Combination
Top
487.5427 -168.0642
0
846.2595
Story1
DCon5
Combination
Bottom
760.9339 -168.0642
0
846.2595
Story1
DCon6
Combination
Top
487.5427 168.0642
0
-846.2595
Story1
DCon6
Combination
Bottom
760.9339 168.0642
0
-846.2595
Story1
DCon7
Combination
Top
487.5427
0
-168.0642 -1757.3841
Story1
DCon7
Combination
Bottom
760.9339
0
-168.0642 -1757.3841
Story1
DCon8
Combination
Top
487.5427
0
168.0642
1757.3841
Story1
DCon8
Combination
Bottom
760.9339
0
168.0642
1757.3841
Story1
DCon9
Combination
Top
487.5427
0
-168.0642 -1437.8942
Story1
DCon9
Combination
Bottom
760.9339
0
-168.0642 -1437.8942
Story1
DCon10
Combination
Top
487.5427
0
168.0642
Story1
DCon10
Combination
Bottom
760.9339
0
168.0642
1437.8942
Story1
DCon11
Combination
Top
0
1034.3233
Page 32 of 78
300.0263 -168.0642
1437.8942
Analysis Results
22/11/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Step Type
Step Number
Step Label
Location
P kN
VX kN
VY kN
T kN-m
Story
Output Case
Case Type
Story1
DCon11
Combination
Bottom
468.267 -168.0642
0
1034.3233
Story1
DCon12
Combination
Top
300.0263 168.0642
0
-1034.3233
Story1
DCon12
Combination
Bottom
468.267
168.0642
0
-1034.3233
Story1
DCon13
Combination
Top
300.0263 -168.0642
0
846.2595
Story1
DCon13
Combination
Bottom
468.267 -168.0642
0
846.2595
Story1
DCon14
Combination
Top
300.0263 168.0642
0
-846.2595
Story1
DCon14
Combination
Bottom
468.267
168.0642
0
-846.2595
Story1
DCon15
Combination
Top
300.0263
0
-168.0642 -1757.3841
Story1
DCon15
Combination
Bottom
468.267
0
-168.0642 -1757.3841
Story1
DCon16
Combination
Top
300.0263
0
168.0642
1757.3841
Story1
DCon16
Combination
Bottom
468.267
0
168.0642
1757.3841
Story1
DCon17
Combination
Top
300.0263
0
-168.0642 -1437.8942
Story1
DCon17
Combination
Bottom
468.267
0
-168.0642 -1437.8942
Story1
DCon18
Combination
Top
300.0263
0
168.0642
1437.8942
Story1
DCon18
Combination
Bottom
468.267
0
168.0642
1437.8942
Story1
DCon19
Combination
Max
Top
487.5427
67.4535
0.059
638.3353
Story1
DCon19
Combination
Max
Bottom
760.9339
67.4535
0.059
638.3353
Story1
DCon19
Combination
Min
Top
487.5427 -67.4535
-0.059
-638.3353
Story1
DCon19
Combination
Min
Bottom
-0.059
-638.3353
Story1
DCon20
Combination
Max
Top
93.6357
889.6719
Story1
DCon20
Combination
Max
Bottom
760.9339
0.059
93.6357
889.6719
Story1
DCon20
Combination
Min
Top
487.5427
-0.059
-93.6357
-889.6719
Story1
DCon20
Combination
Min
Bottom
760.9339
-0.059
-93.6357
-889.6719
Story1
DCon21
Combination
Max
Top
300.0263
67.4535
0.059
638.3353
Story1
DCon21
Combination
Max
Bottom
468.267
67.4535
0.059
638.3353
Story1
DCon21
Combination
Min
Top
300.0263 -67.4535
-0.059
-638.3353
Story1
DCon21
Combination
Min
Bottom
468.267
-67.4535
-0.059
-638.3353
Story1
DCon22
Combination
Max
Top
300.0263
0.059
93.6357
889.6719
Story1
DCon22
Combination
Max
Bottom
468.267
0.059
93.6357
889.6719
Story1
DCon22
Combination
Min
Top
300.0263
-0.059
-93.6357
-889.6719
Story1
DCon22
Combination
Min
Bottom
468.267
-0.059
-93.6357
-889.6719
Table 5.7 - Story Forces (Part 2 of 2) MX kN-m
MY kN-m
0
0
-23.0648
0.0128
0
0
0.0249
20.9517
0
0
-0.0076
54.8851
2098.3255 -3564.5721 3274.7732 -5564.7807 0
0
0
0
0
0
0
0
0
0
0
-588.2245
Page 33 of 78
760.9339 -67.4535 487.5427
0.059
Analysis Results
22/11/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) MX kN-m
MY kN-m
0
0
0
-588.2245
0
0
588.2245
0
0
0
588.2245
0
0
0
0.2065
236.0874
0
0
327.725
0.2065
0
0
0
0
0
0
0
0
2937.6557 -4990.4009 4584.6825
-7790.693
2517.9906 -4277.4865 3929.7279 -6677.7368 2727.8231 -4633.9437 4257.2052 -7822.4394 2727.8231 -4633.9437 4257.2052 -6645.9903 2727.8231 -4633.9437 4257.2052 -7822.4394 2727.8231 -4633.9437 4257.2052 -6645.9903 2727.8231 -4633.9437 4845.4297 -7234.2149 2727.8231 -4633.9437 3668.9806 -7234.2149 2727.8231 -4633.9437 4845.4297 -7234.2149 2727.8231 -4633.9437 3668.9806 -7234.2149 1678.6604 -2851.6577 2619.8186 -5040.0491 1678.6604 -2851.6577 2619.8186
-3863.6
1678.6604 -2851.6577 2619.8186 -5040.0491 1678.6604 -2851.6577 2619.8186
-3863.6
1678.6604 -2851.6577 3208.0431 -4451.8245 1678.6604 -2851.6577 2031.594
-4451.8245
1678.6604 -2851.6577 3208.0431 -4451.8245 1678.6604 -2851.6577
Page 34 of 78
Analysis Results
22/11/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) MX kN-m
MY kN-m
2031.594
-4451.8245
2727.8231 -4633.9437 4257.4116 -6998.1275 2727.8231 -4633.9437 4256.9987 -7470.3023 2727.8231 -4633.9437 4584.9302 -7234.0084 2727.8231 -4633.9437 3929.4802 -7234.4213 1678.6604 -2851.6577 2620.025
-4215.7372
1678.6604 -2851.6577 2619.6121 -4687.9119 1678.6604 -2851.6577 2947.5435 -4451.6181 1678.6604 -2851.6577 2292.0936
-4452.031
5.3 Point Results Table 5.8 - Joint Reactions (Part 1 of 2) Unique Output Case Name
Case Type
Step Type
Step Number
Modal
LinModEigen
Mode
Modal
LinModEigen
Mode
1
Modal
LinModEigen
Mode
1
1
Dead
Base
1
1
Base
1
1
Base
1
1
Base
1
1
Base
1
1
SISMOYYPOS
Base
1
1
SISMOYYNEG
Base
1
1
EQXX
LinRespSpec
Base
1
1
EQYY
LinRespSpec
Base
1
1
CM
LinStatic
Base
1
1
LIVEUP
LinStatic
0
0
0
Base
1
1
DCon1
Combination
4.9572
-7.4252
45.0696
Base
1
1
DCon2
Combination
4.249
-6.3645
38.6311
Base
1
1
DCon3
Combination
-1.8099
-9.5311
35.5557
Base
1
1
DCon4
Combination
11.0161
-4.2586
48.145
Base
1
1
DCon5
Combination
-1.0341
-8.8292
35.8221
Base
1
1
DCon6
Combination
10.2402
-4.9605
47.8785
Base
1
1
DCon7
Combination
5.2538
-13.3419
51.093
Base
1
1
DCon8
Combination
3.9524
-0.4477
32.6077
Base
1
1
DCon9
Combination
3.9357
-14.5344
50.6404
Base
1
1
DCon10
Combination
5.2704
0.7447
33.0603
Base
1
1
DCon11
Combination
-3.5803
-6.8792
19.4594
Base
1
1
DCon12
Combination
9.2457
-1.6067
32.0487
Base
1
1
DCon13
Combination
-2.8045
-6.1773
19.7258
Story
Label
Base
1
1
Base
1
1
Base
1
Base
FX kN
FY kN
FZ kN
1
0.0006
0.2763
-0.3534
2
0.396
0.2453
0.2821
3
0.0431
-0.2563
0.3965
LinStatic
3.5408
-5.3037
32.1926
Live
LinStatic
0
0
0
SISMOXPOS
LinStatic
0
0
0
SISMOXXPOS
LinStatic
-6.413
-2.6363
-6.2946
SISMOXXNEG
LinStatic
-5.6371
-1.9343
-6.0282
LinStatic
0.6507
-6.4471
9.2427
LinStatic
-0.6674
-7.6396
8.7901
Max
3.2406
2.108
2.6021
Max
0.0076
3.9256
5.022
0
0
0
Page 35 of 78
Step Label
Analysis Results
22/11/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Unique Output Case Name
Case Type
Step Type
Step Number
Step Label
FX kN
FY kN
FZ kN
Story
Label
Base
1
1
DCon14
Combination
8.4698
-2.3086
31.7823
Base
1
1
DCon15
Combination
3.4834
-10.6901
34.9967
Base
1
1
DCon16
Combination
2.182
2.2041
16.5114
Base
1
1
DCon17
Combination
2.1653
-11.8825
34.5441
Base
1
1
DCon18
Combination
3.5
3.3966
16.964
Base
1
1
DCon19
Combination
7.8437
-4.7868
44.4524
Base
1
1
DCon19
Combination
Min
1.3625
-9.0028
39.2483
Base
1
1
DCon20
Combination
Max
4.6107
-2.9692
46.8723
Base
1
1
DCon20
Combination
Min
4.5955
-10.8204
36.8283
Base
1
1
DCon21
Combination
Max
6.0733
-2.135
28.3561
Base
1
1
DCon21
Combination
Min
-0.4079
-6.351
23.152
Base
1
1
DCon22
Combination
Max
2.8403
-0.3174
30.776
Base
1
1
DCon22
Combination
Min
2.825
-8.1686
20.732
Base
2
3
Modal
LinModEigen
Mode
1
-0.0004
1.3519
0.475
Base
2
3
Modal
LinModEigen
Mode
2
0.3224
1.1762
0.5747
Base
2
3
Modal
LinModEigen
Mode
3
1.8824
-1.2303
0.5152
Base
2
3
Dead
LinStatic
5.6423
2.0328
29.8544
Base
2
3
Live
LinStatic
0
0
0
Base
2
3
SISMOXPOS
LinStatic
0
0
0
Base
2
3
SISMOXXPOS
LinStatic
-13.9637
-12.6381
-11.4555
Base
2
3
SISMOXXNEG
LinStatic
-14.7734
-9.2709
-10.6817
Base
2
3
SISMOYYPOS
LinStatic
-0.6742
-31.5956
-11.446
Base
2
3
SISMOYYNEG
LinStatic
0.7013
-37.316
-12.7606
Base
2
3
EQXX
LinRespSpec
Max
6.0676
10.1105
4.9695
Base
2
3
EQYY
LinRespSpec
Max
0.0071
19.2037
6.7462
Base
2
3
CM
LinStatic
0
0
0
Base
2
3
LIVEUP
LinStatic
0
0
0
Base
2
3
DCon1
Combination
7.8992
2.846
41.7961
Base
2
3
DCon2
Combination
6.7707
2.4394
35.8253
Base
2
3
DCon3
Combination
-6.6287
-9.9954
27.3552
Base
2
3
DCon4
Combination
21.2986
15.2808
50.2662
Base
2
3
DCon5
Combination
-7.4384
-6.6282
28.129
Base
2
3
DCon6
Combination
22.1083
11.9136
49.4924
Base
2
3
DCon7
Combination
6.6607
-28.9529
27.3647
Base
2
3
DCon8
Combination
8.0092
34.2383
50.2567
Base
2
3
DCon9
Combination
8.0363
-34.6733
26.0501
Base
2
3
DCon10
Combination
6.6337
39.9586
51.5712
Base
2
3
DCon11
Combination
-9.4499
-11.0118
12.428
Base
2
3
DCon12
Combination
18.4775
14.2644
35.339
Base
2
3
DCon13
Combination
-10.2596
-7.6446
13.2018
Base
2
3
DCon14
Combination
19.2872
10.8971
34.5652
Base
2
3
DCon15
Combination
3.8396
-29.9693
12.4375
Base
2
3
DCon16
Combination
5.188
33.2219
35.3295
Base
2
3
DCon17
Combination
5.2151
-35.6897
11.123
Base
2
3
DCon18
Combination
3.8125
38.9422
36.6441
Base
2
3
DCon19
Combination
Max
13.4025
12.7532
43.7802
Base
2
3
DCon19
Combination
Min
1.2674
-7.4679
33.8412
Base
2
3
DCon20
Combination
Max
7.3421
21.8464
45.5569
Base
2
3
DCon20
Combination
Min
7.3278
-16.561
32.0645
Max
Page 36 of 78
Analysis Results
22/11/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Unique Output Case Name
Case Type
Step Type
DCon21
Combination
DCon21
Combination
3
DCon22
Combination
2
3
DCon22
Combination
Min
3
5
Modal
LinModEigen
Mode
1
Base
3
5
Modal
LinModEigen
Mode
2
0.3234
Base
3
5
Modal
LinModEigen
Mode
3
1.8875
1.2302
-0.5268
Base
3
5
Dead
LinStatic
-5.5814
2.0083
29.7539
Base
3
5
Live
LinStatic
0
0
0
Base
3
5
SISMOXPOS
LinStatic
0
0
0
Base
3
5
SISMOXXPOS
LinStatic
-14.0025
12.628
11.5396
Base
3
5
SISMOXXNEG
LinStatic
-14.8143
9.2635
10.7714
Base
3
5
SISMOYYPOS
LinStatic
-0.7002
-37.2961
-12.7513
Base
3
5
SISMOYYNEG
LinStatic
0.6789
-31.5804
-11.4463
Base
3
5
EQXX
LinRespSpec
Max
6.0843
10.117
4.9992
Base
3
5
EQYY
LinRespSpec
Max
0.0076
19.1801
6.7378
Base
3
5
CM
LinStatic
0
0
0
Base
3
5
LIVEUP
LinStatic
0
0
0
Base
3
5
DCon1
Combination
-7.8139
2.8117
41.6554
Base
3
5
DCon2
Combination
-6.6976
2.41
35.7047
Base
3
5
DCon3
Combination
-21.2582
15.2388
50.2196
Base
3
5
DCon4
Combination
6.7467
-10.0171
27.1405
Base
3
5
DCon5
Combination
-22.07
11.8743
49.4514
Base
3
5
DCon6
Combination
7.5585
-6.6526
27.9087
Base
3
5
DCon7
Combination
-7.956
-34.6853
25.9287
Base
3
5
DCon8
Combination
-6.5555
39.907
51.4314
Base
3
5
DCon9
Combination
-6.5769
-28.9695
27.2337
Base
3
5
DCon10
Combination
-7.9346
34.1912
50.1263
Base
3
5
DCon11
Combination
-18.4675
14.2346
35.3427
Base
3
5
DCon12
Combination
9.5374
-11.0213
12.2635
Base
3
5
DCon13
Combination
-19.2793
10.8701
34.5745
Base
3
5
DCon14
Combination
10.3492
-7.6568
13.0317
Base
3
5
DCon15
Combination
-5.1653
-35.6895
11.0518
Base
3
5
DCon16
Combination
-3.7648
38.9028
36.5544
Base
3
5
DCon17
Combination
-3.7862
-29.9737
12.3568
Base
3
5
DCon18
Combination
-5.144
33.1871
35.2494
Base
3
5
DCon19
Combination
-1.1715
12.7278
43.6792
Base
3
5
DCon19
Combination
Min
-13.34
-7.5061
33.6809
Base
3
5
DCon20
Combination
Max
-7.2482
21.7909
45.4178
Base
3
5
DCon20
Combination
Min
-7.2633
-16.5692
31.9422
Base
3
5
DCon21
Combination
Max
1.6192
11.7236
28.8023
Base
3
5
DCon21
Combination
Min
-10.5494
-8.5103
18.8039
Base
3
5
DCon22
Combination
Max
-4.4575
20.7868
30.5409
Base
3
5
DCon22
Combination
Min
-4.4727
-17.5734
17.0653
Base
4
7
Modal
LinModEigen
Mode
1
0.0001
0.2758
-0.3537
Base
4
7
Modal
LinModEigen
Mode
2
0.398
-0.2456
-0.2886
Base
4
7
Modal
LinModEigen
Mode
3
0.0434
0.2563
-0.3975
Base
4
7
Dead
LinStatic
-3.5012
-5.2853
32.0892
Base
4
7
Live
LinStatic
0
0
0
Story
Label
Base
2
3
Base
2
3
Base
2
Base Base
Step Number
FX kN
FY kN
Max
10.5814
11.7368
28.853
Min
-1.5537
-8.4843
18.914
Max
4.5209
20.83
30.6297
4.5067
-17.5775
17.1373
0.0006
1.3495
0.474
-1.1782
-0.5775
Max
Page 37 of 78
Step Label
FZ kN
Analysis Results
22/11/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Unique Output Case Name
Case Type
Step Type
Step Number
Step Label
FX kN
FY kN
FZ kN
Story
Label
Base
4
7
SISMOXPOS
LinStatic
0
0
0
Base
4
7
SISMOXXPOS
LinStatic
-6.4457
2.6339
6.4116
Base
4
7
SISMOXXNEG
LinStatic
-5.666
1.9326
6.1309
Base
4
7
SISMOYYPOS
LinStatic
0.6676
-7.6345
8.7785
Base
4
7
SISMOYYNEG
LinStatic
-0.657
-6.4431
9.2552
Base
4
7
EQXX
LinRespSpec
Max
3.257
2.1091
2.6532
Base
4
7
EQYY
LinRespSpec
Max
0.0036
3.9202
5.0251
Base
4
7
CM
LinStatic
0
0
0
Base
4
7
LIVEUP
LinStatic
0
0
0
Base
4
7
DCon1
Combination
-4.9016
-7.3994
44.9248
Base
4
7
DCon2
Combination
-4.2014
-6.3424
38.507
Base
4
7
DCon3
Combination
-10.9972
-4.237
48.1275
Base
4
7
DCon4
Combination
1.8942
-9.5048
35.3043
Base
4
7
DCon5
Combination
-10.2175
-4.9383
47.8468
Base
4
7
DCon6
Combination
1.1145
-8.8035
35.585
Base
4
7
DCon7
Combination
-3.8839
-14.5054
50.4944
Base
4
7
DCon8
Combination
-5.2191
0.7636
32.9374
Base
4
7
DCon9
Combination
-5.2085
-13.314
50.9711
Base
4
7
DCon10
Combination
-3.8945
-0.4278
32.4607
Base
4
7
DCon11
Combination
-9.2466
-1.5943
32.0829
Base
4
7
DCon12
Combination
3.6448
-6.8622
19.2598
Base
4
7
DCon13
Combination
-8.4669
-2.2956
31.8023
Base
4
7
DCon14
Combination
2.865
-6.1609
19.5404
Base
4
7
DCon15
Combination
-2.1333
-11.8628
34.4498
Base
4
7
DCon16
Combination
-3.4685
3.4063
16.8929
Base
4
7
DCon17
Combination
-3.4579
-10.6714
34.9266
Base
4
7
DCon18
Combination
-2.1439
2.2149
16.4161
Base
4
7
DCon19
Combination
-1.2945
-4.7618
44.3691
Base
4
7
DCon19
Combination
Min
-7.8085
-8.98
39.0627
Base
4
7
DCon20
Combination
Max
-4.5479
-2.9507
46.741
Base
4
7
DCon20
Combination
Min
-4.5551
-10.7911
36.6908
Base
4
7
DCon21
Combination
Max
0.4561
-2.1192
28.3246
Base
4
7
DCon21
Combination
Min
-6.0579
-6.3373
23.0181
Base
4
7
DCon22
Combination
Max
-2.7974
-0.3081
30.6964
Base
4
7
DCon22
Combination
Min
-2.8045
-8.1484
20.6462
Base
5
9
Modal
LinModEigen
Mode
1
-0.0011
0.6385
-0.1227
Base
5
9
Modal
LinModEigen
Mode
2
0.0152
0.543
-0.097
Base
5
9
Modal
LinModEigen
Mode
3
0.0068
-0.5689
0.1155
Base
5
9
Dead
LinStatic
9.4035
-2.059
60.6515
Base
5
9
Live
LinStatic
0
0
0
Base
5
9
SISMOXPOS
LinStatic
0
0
0
Base
5
9
SISMOXXPOS
LinStatic
-0.2701
-5.8309
0.9752
Base
5
9
SISMOXXNEG
LinStatic
-0.2444
-4.2756
0.6866
Base
5
9
SISMOYYPOS
LinStatic
0.0497
-14.9523
2.8833
Base
5
9
SISMOYYNEG
LinStatic
0.0061
-17.5946
3.3736
Base
5
9
EQXX
LinRespSpec
Max
0.1261
4.6687
0.8469
Base
5
9
EQYY
LinRespSpec
Max
0.0155
9.0698
1.7436
Base
5
9
CM
LinStatic
0
0
0
Base
5
9
LIVEUP
LinStatic
0
0
0
Max
Page 38 of 78
Analysis Results
22/11/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Unique Output Case Name
FX kN
FY kN
FZ kN
Combination
13.1649
-2.8826
84.9121
Combination
11.2842
-2.4708
72.7818
DCon3
Combination
11.9545
-8.5076
79.8221
9
DCon4
Combination
12.4947
3.1542
77.8717
9
DCon5
Combination
11.9802
-6.9523
79.5336
5
9
DCon6
Combination
12.469
1.5988
78.1603
Base
5
9
DCon7
Combination
12.2743
-17.629
81.7302
Base
5
9
DCon8
Combination
12.1749
12.2756
75.9636
Base
5
9
DCon9
Combination
12.2307
-20.2713
82.2205
Base
5
9
DCon10
Combination
12.2185
14.9178
75.4734
Base
5
9
DCon11
Combination
7.2527
-7.4781
49.4964
Base
5
9
DCon12
Combination
7.7929
4.1837
47.546
Base
5
9
DCon13
Combination
7.2784
-5.9228
49.2078
Base
5
9
DCon14
Combination
7.7673
2.6284
47.8345
Base
5
9
DCon15
Combination
7.5725
-16.5995
51.4045
Base
5
9
DCon16
Combination
7.4731
13.3051
45.6379
Base
5
9
DCon17
Combination
7.5289
-19.2418
51.8947
Base
5
9
DCon18
Combination
7.5167
15.9473
45.1476
Base
5
9
DCon19
Combination
Max
12.3506
1.992
79.6938
Base
5
9
DCon19
Combination
Min
12.0985
-7.3454
78
Base
5
9
DCon20
Combination
Max
12.2401
6.3931
80.5905
Base
5
9
DCon20
Combination
Min
12.2091
-11.7466
77.1033
Base
5
9
DCon21
Combination
Max
7.6489
3.0215
49.368
Base
5
9
DCon21
Combination
Min
7.3968
-6.3159
47.6743
Base
5
9
DCon22
Combination
Max
7.5383
7.4226
50.2647
Base
5
9
DCon22
Combination
Min
7.5074
-10.7171
46.7776
Base
6
11
Modal
LinModEigen
Mode
1
0.0015
0.016
-0.0076
Base
6
11
Modal
LinModEigen
Mode
2
0.8154
0.0125
0.0189
Base
6
11
Modal
LinModEigen
Mode
3
0.1104
-0.0095
0.0009
Base
6
11
Dead
LinStatic
0.5671
-10.7835
55.0427
Base
6
11
Live
LinStatic
0
0
0
Base
6
11
SISMOXPOS
LinStatic
0
0
0
Base
6
11
SISMOXXPOS
LinStatic
-13.3059
-0.1504
-0.3005
Base
6
11
SISMOXXNEG
LinStatic
-11.7256
-0.1174
-0.2625
Base
6
11
SISMOYYPOS
LinStatic
1.3177
-0.3788
0.226
Base
6
11
SISMOYYNEG
LinStatic
-1.3671
-0.4347
0.1615
Base
6
11
EQXX
LinRespSpec
Max
6.6766
0.1044
0.1545
Base
6
11
EQYY
LinRespSpec
Max
0.0195
0.2267
0.1078
Base
6
11
CM
LinStatic
0
0
0
Base
6
11
LIVEUP
LinStatic
0
0
0
Base
6
11
DCon1
Combination
0.7939
-15.0969
77.0598
Base
6
11
DCon2
Combination
0.6805
-12.9402
66.0513
Base
6
11
DCon3
Combination
-12.5687
-14.169
71.2551
Base
6
11
DCon4
Combination
14.0431
-13.8682
71.856
Base
6
11
DCon5
Combination
-10.9884
-14.136
71.293
Base
6
11
DCon6
Combination
12.4627
-13.9012
71.8181
Base
6
11
DCon7
Combination
2.0549
-14.3974
71.7815
Base
6
11
DCon8
Combination
-0.5805
-13.6398
71.3296
Base
6
11
DCon9
Combination
-0.6299
-14.4533
71.717
Story
Label
Base
5
9
DCon1
Base
5
9
DCon2
Base
5
9
Base
5
Base
5
Base
Case Type
Step Type
Page 39 of 78
Step Number
Step Label
Analysis Results
22/11/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Unique Output Case Name
FX kN
FY kN
FZ kN
Combination
2.1043
-13.5839
71.3941
Combination
-12.8523
-8.7772
43.7337
DCon12
Combination
13.7596
-8.4765
44.3347
11
DCon13
Combination
-11.2719
-8.7442
43.7717
11
DCon14
Combination
12.1792
-8.5094
44.2967
6
11
DCon15
Combination
1.7714
-9.0056
44.2602
Base
6
11
DCon16
Combination
-0.8641
-8.2481
43.8082
Base
6
11
DCon17
Combination
-0.9134
-9.0616
44.1956
Base
6
11
DCon18
Combination
Base
6
11
DCon19
Combination
Base
6
11
DCon19
Base
6
11
DCon20
Base
6
11
DCon20
Base
6
11
DCon21
Base
6
11
Base
6
Base Base
Story
Label
Base
6
11
DCon10
Base
6
11
DCon11
Base
6
11
Base
6
Base
6
Base
Case Type
Step Type
Step Number
Step Label
1.8207
-8.1921
43.8727
Max
7.4138
-13.9142
71.7101
Combination
Min
-5.9394
-14.123
71.401
Combination
Max
0.7567
-13.7919
71.6634
Combination
Min
0.7176
-14.2453
71.4477
Combination
Max
7.1303
-8.5224
44.1887
DCon21
Combination
Min
-6.223
-8.7312
43.8797
11
DCon22
Combination
Max
0.4732
-8.4001
44.142
6
11
DCon22
Combination
Min
0.4341
-8.8535
43.9264
7
13
Modal
LinModEigen
Mode
1
0.0007
0.0083
-0.0047
Base
7
13
Modal
LinModEigen
Mode
2
0.8226
-1.768E-05
-0.0056
Base
7
13
Modal
LinModEigen
Mode
3
0.1104
5.116E-06
-0.0008
Base
7
13
Dead
LinStatic
0.0323
-14.8431
60.4116
Base
7
13
Live
LinStatic
0
0
0
Base
7
13
SISMOXPOS
LinStatic
0
0
0
Base
7
13
SISMOXXPOS
LinStatic
-13.4196
0.0001
0.0909
Base
7
13
SISMOXXNEG
LinStatic
-11.8244
0.0001
0.0801
Base
7
13
SISMOYYPOS
LinStatic
1.3516
-0.2125
0.1115
Base
7
13
SISMOYYNEG
LinStatic
-1.3584
-0.2125
0.1299
Base
7
13
EQXX
LinRespSpec
Max
6.7358
0.0001
0.0456
Base
7
13
EQYY
LinRespSpec
Max
0.0096
0.1184
0.0673
Base
7
13
CM
LinStatic
0
0
0
Base
7
13
LIVEUP
LinStatic
0
0
0
Base
7
13
DCon1
Combination
0.0452
-20.7804
84.5763
Base
7
13
DCon2
Combination
0.0388
-17.8117
72.494
Base
7
13
DCon3
Combination
-13.3776
-19.2959
78.626
Base
7
13
DCon4
Combination
13.4616
-19.2962
78.4442
Base
7
13
DCon5
Combination
-11.7824
-19.2959
78.6152
Base
7
13
DCon6
Combination
11.8664
-19.2962
78.455
Base
7
13
DCon7
Combination
1.3936
-19.5086
78.6466
Base
7
13
DCon8
Combination
-1.3096
-19.0835
78.4236
Base
7
13
DCon9
Combination
-1.3164
-19.5085
78.665
Base
7
13
DCon10
Combination
1.4004
-19.0836
78.4052
Base
7
13
DCon11
Combination
-13.3937
-11.8744
48.4202
Base
7
13
DCon12
Combination
13.4454
-11.8746
48.2384
Base
7
13
DCon13
Combination
-11.7986
-11.8744
48.4094
Base
7
13
DCon14
Combination
11.8502
-11.8746
48.2492
Base
7
13
DCon15
Combination
1.3774
-12.087
48.4408
Base
7
13
DCon16
Combination
-1.3257
-11.662
48.2178
Base
7
13
DCon17
Combination
-1.3325
-12.087
48.4592
Base
7
13
DCon18
Combination
1.3842
-11.662
48.1994
Page 40 of 78
Analysis Results
22/11/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Unique Output Case Name
Case Type
Step Type
FX kN
FY kN
FZ kN
DCon19
Combination
DCon19
Combination
Max
6.7778
-19.2959
78.5807
Min
-6.6938
-19.2962
13
DCon20
Combination
78.4895
Max
0.0516
-19.1776
78.6024
7
13
DCon20
7
13
DCon21
Combination
Min
0.0324
-19.4144
78.4678
Combination
Max
6.7616
-11.8744
Base
7
13
48.3749
DCon21
Combination
Min
-6.7099
-11.8746
Base
7
48.2837
13
DCon22
Combination
Max
0.0355
-11.7561
Base
48.3966
7
13
DCon22
Combination
Min
0.0162
-11.9929
48.262
Base
8
15
Modal
LinModEigen
Mode
1
-0.0001
0.016
-0.0076
Base
8
15
Modal
LinModEigen
Mode
2
0.8157
-0.0125
-0.0063
Base
8
15
Modal
LinModEigen
Mode
3
0.1105
0.0096
0.0009
Base
8
15
Dead
LinStatic
-0.6409
-10.7478
54.9736
Base
8
15
Live
LinStatic
0
0
0
Base
8
15
SISMOXPOS
LinStatic
0
0
0
Base
8
15
SISMOXXPOS
LinStatic
-13.3118
0.151
0.0947
Base
8
15
SISMOXXNEG
LinStatic
-11.7307
0.1179
0.0811
Base
8
15
SISMOYYPOS
LinStatic
1.3607
-0.4359
0.183
Base
8
15
SISMOYYNEG
LinStatic
-1.3253
-0.3797
0.206
Base
8
15
EQXX
LinRespSpec
Max
6.6796
0.105
0.0513
Base
8
15
EQYY
LinRespSpec
Max
0.009
0.2271
0.1084
Base
8
15
CM
LinStatic
0
0
0
Base
8
15
LIVEUP
LinStatic
0
0
0
Base
8
15
DCon1
Combination
-0.8973
-15.047
76.9631
Base
8
15
DCon2
Combination
-0.7691
-12.8974
65.9683
Base
8
15
DCon3
Combination
-14.145
-13.8212
71.5604
Base
8
15
DCon4
Combination
12.4786
-14.1232
71.371
Base
8
15
DCon5
Combination
-12.564
-13.8543
71.5468
Base
8
15
DCon6
Combination
10.8975
-14.0901
71.3846
Base
8
15
DCon7
Combination
0.5275
-14.4081
71.6487
Base
8
15
DCon8
Combination
-2.1939
-13.5363
71.2827
Base
8
15
DCon9
Combination
-2.1585
-14.3519
71.6717
Base
8
15
DCon10
Combination
0.492
-13.5925
71.2597
Base
8
15
DCon11
Combination
-13.8245
-8.4473
44.0736
Base
8
15
DCon12
Combination
12.799
-8.7493
43.8842
Base
8
15
DCon13
Combination
-12.2435
-8.4804
44.06
Base
8
15
DCon14
Combination
11.218
-8.7162
43.8978
Base
8
15
DCon15
Combination
0.8479
-9.0342
44.1619
Base
8
15
DCon16
Combination
-1.8735
-8.1623
43.7959
Base
8
15
DCon17
Combination
-1.838
-8.978
44.1849
Base
8
15
DCon18
Combination
0.8125
-8.2186
43.7729
Base
8
15
DCon19
Combination
5.8463
-13.8671
71.517
Base
8
15
DCon19
Combination
Min
-7.5128
-14.0772
71.4144
Base
8
15
DCon20
Combination
Max
-0.8243
-13.745
71.5741
Base
8
15
DCon20
Combination
Min
-0.8422
-14.1993
71.3573
Base
8
15
DCon21
Combination
Max
6.1668
-8.4932
44.0302
Base
8
15
DCon21
Combination
Min
-7.1923
-8.7033
43.9276
Base
8
15
DCon22
Combination
Max
-0.5038
-8.3711
44.0873
Base
8
15
DCon22
Combination
Min
-0.5217
-8.8254
43.8705
Base
9
17
Modal
LinModEigen
Mode
-0.0018
0.6783
0.0094
Story
Label
Base
7
13
Base
7
13
Base
7
Base Base
Step Number
Max
Page 41 of 78
1
Step Label
Analysis Results
22/11/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Unique Output Case Name
Case Type
Step Type
Step Number
Modal
LinModEigen
Mode
2
Modal
LinModEigen
Mode
3
Dead
17 17
9
17
SISMOXXPOS
Base
9
17
Base
9
17
Base
9
17
SISMOYYNEG
LinStatic
Base
9
17
EQXX
LinRespSpec
Max
Base
9
17
EQYY
LinRespSpec
Max
Base
9
17
CM
LinStatic
Base
9
17
LIVEUP
LinStatic
0
0
0
Base
9
17
DCon1
Combination
1.502
19.092
76.586
Base
9
17
DCon2
Combination
1.2874
16.3645
65.6451
Base
9
17
DCon3
Combination
-27.4498
14.6078
70.8755
Base
9
17
DCon4
Combination
30.2392
20.8487
71.3555
Base
9
17
DCon5
Combination
-29.0278
15.4516
70.8642
Base
9
17
DCon6
Combination
31.8172
20.0049
71.3669
Base
9
17
DCon7
Combination
0.1089
1.1522
70.8658
Base
9
17
DCon8
Combination
2.6805
34.3044
71.3653
Base
9
17
DCon9
Combination
2.7897
-0.2812
70.885
Base
9
17
DCon10
Combination
-0.0003
35.7377
71.346
Base
9
17
DCon11
Combination
-27.9862
7.7893
43.5234
Base
9
17
DCon12
Combination
29.7028
14.0301
44.0034
Base
9
17
DCon13
Combination
-29.5642
8.633
43.5121
Base
9
17
DCon14
Combination
31.2808
13.1864
44.0147
Base
9
17
DCon15
Combination
-0.4276
-5.6664
43.5137
Base
9
17
DCon16
Combination
2.1441
27.4858
44.0131
Base
9
17
DCon17
Combination
2.2533
-7.0998
43.5329
Base
9
17
DCon18
Combination
-0.5367
28.9192
43.9939
Base
9
17
DCon19
Combination
Max
13.8342
20.2512
71.2173
Base
9
17
DCon19
Combination
Min
-11.0448
15.2054
71.0137
Base
9
17
DCon20
Combination
Max
1.4235
27.3645
71.2493
Base
9
17
DCon20
Combination
Min
1.3659
8.092
70.9817
Base
9
17
DCon21
Combination
Max
13.2977
13.4326
43.8652
Base
9
17
DCon21
Combination
Min
-11.5812
8.3868
43.6616
Base
9
17
DCon22
Combination
Max
0.887
20.546
43.8972
Base
9
17
DCon22
Combination
Min
0.8295
1.2734
43.6296
Base
10
21
Modal
LinModEigen
Mode
1
0.0002
0.6641
0.0045
Base
10
21
Modal
LinModEigen
Mode
2
0.6891
-0.0008
-0.0016
Base
10
21
Modal
LinModEigen
Mode
3
3.8373
0.0003
-0.0089
Base
10
21
Dead
LinStatic
0.0507
19.8179
60.3868
Base
10
21
Live
LinStatic
0
0
0
Base
10
21
SISMOXPOS
LinStatic
0
0
0
Base
10
21
SISMOXXPOS
LinStatic
-28.9635
0.0009
0.0675
Base
10
21
SISMOXXNEG
LinStatic
-30.5491
0.0007
0.0711
Base
10
21
SISMOYYPOS
LinStatic
-1.3434
-16.9367
-0.1112
Base
10
21
SISMOYYNEG
LinStatic
1.3503
-16.9362
-0.1174
Story
Label
Base
9
17
Base
9
17
Base
9
17
Base
9
Base
9
Base
FY kN
FZ kN
0.6865
0.2927
0.0061
3.8208
-0.3125
0.0305
LinStatic
1.0728
13.6371
54.7043
Live
LinStatic
0
0
0
SISMOXPOS
LinStatic
0
0
0
LinStatic
-28.8445
-3.1204
-0.24
SISMOXXNEG
LinStatic
-30.4225
-2.2767
-0.2513
SISMOYYPOS
LinStatic
-1.2858
-16.5761
-0.2497
1.395
-18.0095
-0.2305
12.4395
2.5229
0.1018
0.0288
9.6363
0.1338
0
0
0
Page 42 of 78
Step Label
FX kN
Analysis Results
22/11/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Unique Output Case Name
Case Type
Step Type
Step Number
Step Label
FX kN
FY kN
FZ kN
Max
12.4918
0.0064
0.0291
Max
0.0062
9.436
0.0637
0
0
0
Story
Label
Base
10
21
EQXX
LinRespSpec
Base
10
21
EQYY
LinRespSpec
Base
10
21
CM
LinStatic
Base
10
21
LIVEUP
LinStatic
0
0
0
Base
10
21
DCon1
Combination
0.0709
27.745
84.5416
Base
10
21
DCon2
Combination
0.0608
23.7814
72.4642
Base
10
21
DCon3
Combination
-28.8976
25.7642
78.5704
Base
10
21
DCon4
Combination
29.0294
25.7623
78.4354
Base
10
21
DCon5
Combination
-30.4832
25.7639
78.574
Base
10
21
DCon6
Combination
30.615
25.7626
78.4317
Base
10
21
DCon7
Combination
-1.2775
8.8266
78.3917
Base
10
21
DCon8
Combination
1.4093
42.6999
78.6141
Base
10
21
DCon9
Combination
1.4162
8.827
78.3855
Base
10
21
DCon10
Combination
-1.2844
42.6995
78.6203
Base
10
21
DCon11
Combination
-28.9229
15.8552
48.3769
Base
10
21
DCon12
Combination
29.004
15.8534
48.242
Base
10
21
DCon13
Combination
-30.5085
15.855
48.3806
Base
10
21
DCon14
Combination
30.5896
15.8536
48.2383
Base
10
21
DCon15
Combination
-1.3028
-1.0824
48.1983
Base
10
21
DCon16
Combination
1.3839
32.791
48.4206
Base
10
21
DCon17
Combination
1.3908
-1.0819
48.192
Base
10
21
DCon18
Combination
-1.3098
32.7905
48.4269
Base
10
21
DCon19
Combination
Max
12.5577
25.7697
78.532
Base
10
21
DCon19
Combination
Min
-12.4259
25.7568
78.4738
Base
10
21
DCon20
Combination
Max
0.0721
35.1992
78.5666
Base
10
21
DCon20
Combination
Min
0.0597
16.3272
78.4392
Base
10
21
DCon21
Combination
Max
12.5324
15.8607
48.3386
Base
10
21
DCon21
Combination
Min
-12.4513
15.8479
48.2804
Base
10
21
DCon22
Combination
Max
0.0467
25.2903
48.3732
Base
10
21
DCon22
Combination
Min
0.0344
6.4183
48.2458
Base
11
23
Modal
LinModEigen
Mode
1
0.0022
0.6778
0.0095
Base
11
23
Modal
LinModEigen
Mode
2
0.6867
-0.2956
-0.0024
Base
11
23
Modal
LinModEigen
Mode
3
3.8219
0.3144
-0.01
Base
11
23
Dead
LinStatic
-1.183
13.5845
54.6318
Base
11
23
Live
LinStatic
0
0
0
Base
11
23
SISMOXPOS
LinStatic
0
0
0
Base
11
23
SISMOXXPOS
LinStatic
-28.8525
3.1354
0.0851
Base
11
23
SISMOXXNEG
LinStatic
-30.431
2.2876
0.0879
Base
11
23
SISMOYYPOS
LinStatic
-1.3881
-18.0113
-0.2388
Base
11
23
SISMOYYNEG
LinStatic
1.2934
-16.571
-0.2436
Base
11
23
EQXX
LinRespSpec
Max
12.4429
2.5423
0.0352
Base
11
23
EQYY
LinRespSpec
Max
0.0293
9.6319
0.1344
Base
11
23
CM
LinStatic
0
0
0
Base
11
23
LIVEUP
LinStatic
0
0
0
Base
11
23
DCon1
Combination
-1.6562
19.0183
76.4845
Base
11
23
DCon2
Combination
-1.4196
16.3014
65.5582
Base
11
23
DCon3
Combination
-30.3904
20.7952
71.1064
Base
11
23
DCon4
Combination
27.3147
14.5244
70.9363
Base
11
23
DCon5
Combination
-31.9689
19.9474
71.1093
Page 43 of 78
Analysis Results
22/11/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Unique Output Case Name
FX kN
FY kN
FZ kN
Combination
28.8932
15.3722
70.9335
Combination
-2.926
-0.3515
70.7826
Combination
-0.1497
35.6711
71.2602
DCon9
Combination
-0.2444
1.0888
70.7777
DCon10
Combination
-2.8313
34.2309
71.265
DCon11
Combination
-29.7989
14.003
43.7905
23
DCon12
Combination
27.9062
7.7322
43.6204
23
DCon13
Combination
-31.3774
13.1552
43.7934
11
23
DCon14
Combination
29.4846
8.5799
43.6175
11
23
DCon15
Combination
-2.3345
-7.1437
43.4666
Base
11
23
DCon16
Combination
0.4418
28.8789
43.9443
Base
11
23
DCon17
Combination
0.3471
-5.7035
43.4618
Base
11
23
DCon18
Combination
-2.2398
27.4386
43.9491
Base
11
23
DCon19
Combination
Max
10.9051
20.2021
71.0566
Base
11
23
DCon19
Combination
Min
-13.9808
15.1175
70.9861
Base
11
23
DCon20
Combination
Max
-1.5085
27.2917
71.1557
Base
11
23
DCon20
Combination
Min
-1.5672
8.0279
70.887
Base
11
23
DCon21
Combination
Max
11.4966
13.4099
43.7407
Base
11
23
DCon21
Combination
Min
-13.3893
8.3253
43.6702
Base
11
23
DCon22
Combination
Max
-0.917
20.4995
43.8398
Base
11
23
DCon22
Combination
Min
-0.9757
1.2357
43.5711
Base
12
25
Modal
LinModEigen
Mode
1
0.0011
0.6375
-0.1225
Base
12
25
Modal
LinModEigen
Mode
2
0.0152
-0.544
0.0971
Base
12
25
Modal
LinModEigen
Mode
3
0.0069
0.5689
-0.1155
Base
12
25
Dead
LinStatic
-9.4031
-2.0581
60.6414
Base
12
25
Live
LinStatic
0
0
0
Base
12
25
SISMOXPOS
LinStatic
0
0
0
Base
12
25
SISMOXXPOS
LinStatic
-0.2714
5.8267
-0.9739
Base
12
25
SISMOXXNEG
LinStatic
-0.2457
4.2725
-0.6855
Base
12
25
SISMOYYPOS
LinStatic
-0.0062
-17.5872
3.3721
Base
12
25
SISMOYYNEG
LinStatic
-0.0499
-14.9469
2.8823
Base
12
25
EQXX
LinRespSpec
Max
0.1266
4.6722
0.8474
Base
12
25
EQYY
LinRespSpec
Max
0.0157
9.0599
1.7417
Base
12
25
CM
LinStatic
0
0
0
Base
12
25
LIVEUP
LinStatic
0
0
0
Base
12
25
DCon1
Combination
-13.1644
-2.8814
84.898
Base
12
25
DCon2
Combination
-11.2837
-2.4698
72.7697
Base
12
25
DCon3
Combination
-12.4955
3.1511
77.86
Base
12
25
DCon4
Combination
-11.9526
-8.5022
79.8077
Base
12
25
DCon5
Combination
-12.4697
1.5969
78.1483
Base
12
25
DCon6
Combination
-11.9783
-6.948
79.5193
Base
12
25
DCon7
Combination
-12.2302
-20.2628
82.2059
Base
12
25
DCon8
Combination
-12.2179
14.9117
75.4617
Base
12
25
DCon9
Combination
-12.2739
-17.6225
81.7161
Base
12
25
DCon10
Combination
-12.1741
12.2713
75.9515
Base
12
25
DCon11
Combination
-7.7939
4.1802
47.5393
Base
12
25
DCon12
Combination
-7.2511
-7.4732
49.487
Base
12
25
DCon13
Combination
-7.7682
2.626
47.8276
Base
12
25
DCon14
Combination
-7.2768
-5.919
49.1987
Story
Label
Base
11
23
DCon6
Base
11
23
DCon7
Base
11
23
DCon8
Base
11
23
Base
11
23
Base
11
23
Base
11
Base
11
Base Base
Case Type
Step Type
Page 44 of 78
Step Number
Step Label
Analysis Results
22/11/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Unique Output Case Name
FX kN
FY kN
FZ kN
Combination
-7.5287
-19.2337
51.8852
Combination
-7.5163
15.9407
45.141
DCon17
Combination
-7.5724
-16.5934
51.3954
25
DCon18
Combination
-7.4726
13.3004
45.6308
25
DCon19
Combination
Max
-12.0975
1.9967
79.6812
12
25
DCon19
Combination
Min
-12.3506
-7.3478
77.9865
Base
12
25
DCon20
Combination
Max
-12.2083
6.3843
80.5755
Base
12
25
DCon20
Combination
Min
-12.2397
-11.7354
77.0921
Base
12
25
DCon21
Combination
Max
-7.3959
3.0257
49.3605
Base
12
25
DCon21
Combination
Min
-7.6491
-6.3187
47.6658
Base
12
25
DCon22
Combination
Max
-7.5068
7.4134
50.2548
Base
12
25
DCon22
Combination
Min
-7.5382
-10.7064
46.7714
Story
Label
Base
12
25
DCon15
Base
12
25
DCon16
Base
12
25
Base
12
Base
12
Base
Step Type
Case Type
Step Number
Table 5.8 - Joint Reactions (Part 2 of 2) MX kN-m
MY kN-m
MZ kN-m
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Page 45 of 78
Step Label
Analysis Results
22/11/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) MX kN-m
MY kN-m
MZ kN-m
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
-3.3305
-0.0003
-0.0001
-2.8694
0.7583
-0.1109
3.0014
4.3204
0.1159
3.944
6.364
0.0001
0
0
0
0
0
30.8324 -32.3349
0 1.1902
22.6177
-34.156
0.8731
77.9074
-1.5295
-0.2686
91.8629
1.5641
0.27
24.6656
13.996
0.9528
47.3101
0.0099
0.0014
0
0
0
0
0
0
5.5215
8.9095
0.0002
4.7328
7.6368
35.9595 -24.0618
0.0002 1.1904
-25.7052 40.6081
-1.19
27.7449 -25.8828
0.8733
-17.4906 42.4291
-0.8729
83.0346
-0.2685
6.7437
-72.7803
9.8026
0.2688
96.99
9.8373
0.2702
-86.7357
6.709
-0.2699
33.9876 -27.2438
1.1903
-27.6772 37.4261
-1.1901
25.7729 -29.0648
0.8732
-19.4625 39.2471
-0.873
81.0626
3.5617
-0.2685
-74.7523
6.6207
0.2688
95.018
6.6553
0.2702
-88.7077
3.527
-0.2699
29.7928
22.2691
-19.5385 -5.7228
0.953 -0.9526
52.4373
8.283
0.0016
-42.183
8.2633
-0.0012
27.8208
19.0872
0.9529
-21.5105 -8.9048
-0.9527
50.4653
5.101
0.0015
-44.155
5.0813
-0.0013
-3.3248
0.0008
-0.0001
2.8744
0.7593
-0.1109
Page 46 of 78
Analysis Results
22/11/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) MX kN-m
MY kN-m
MZ kN-m
-3.0012
4.3262
0.1159
3.9676
-6.2948
0.0001
0
0
0
0
0
-30.8086 -32.3787
0 1.1902
-22.6003 -34.2021
0.8731
91.8183
-1.5588
-0.2686
77.8737
1.5388
0.27
24.6823
14.0148
0.9528
47.2544
0.0106
0.0014
0
0
0
0
0
0
5.5546
-8.8127
0.0002
4.7611
-7.5537
0.0002
-25.6507 -40.5619
1.1904
35.9664
24.1955
-1.19
-17.4424 -42.3853
0.8733
27.7581
26.0189
-0.8729
96.9761
-9.742
-0.2685
-86.6604 -6.6244
0.2688
83.0316
-6.6443
0.2702
-72.7159
-9.722
-0.2699
-27.6345 -37.4145
1.1903
33.9826
27.3429
-1.1901
-19.4262 -39.2379
0.8732
25.7743
29.1663
-0.873
94.9923
-6.5946
-0.2685
-88.6442
-3.477
0.2688
81.0478
-3.497
0.2702
-74.6996 -6.5747
-0.2699
29.8402
5.8317
0.953
-19.5245 -22.198
-0.9526
52.4122
-8.1726
0.0016
-42.0965 -8.1937
-0.0012
27.8564
0.9529
8.979
-21.5082 -19.0507 -0.9527 50.4284
-5.0253
0.0015
-44.0803 -5.0464
-0.0013
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Page 47 of 78
Analysis Results
22/11/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) MX kN-m
MY kN-m
MZ kN-m
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Page 48 of 78
Analysis Results
22/11/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) MX kN-m
MY kN-m
MZ kN-m
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Page 49 of 78
Analysis Results
22/11/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) MX kN-m
MY kN-m
MZ kN-m
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Page 50 of 78
Analysis Results
22/11/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) MX kN-m
MY kN-m
MZ kN-m
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
-2.3071
-0.0017
-0.0001
-0.9862
1.5796
-0.1494
1.0394
8.7934
0.1562
-10.199
1.1935
0.0002
0
0
0
0
0
10.5778 -66.3795
0 1.6035
Page 51 of 78
Analysis Results
22/11/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) MX kN-m
MY kN-m
MZ kN-m 1.1763
7.7455
-70.0119
56.4135
-3.0205
-0.362
61.2251
3.1504
0.3638
8.4881
28.6277
1.2837
32.7766
0.034
0.0019
0
0
0
0
0
0
-14.2786
1.6709
0.0003
-12.2388
1.4322
0.0002
-2.6808
-64.828
1.6038
-23.8365
67.931
-1.6033
-5.5132 -68.4604
1.1766
-21.0042 71.5634
-1.1761
43.1548
-1.469
-0.3617
-69.6722
4.572
0.3622
47.9664
4.7019
0.3641
-74.4838 -1.5988
-0.3636
2.4186
-65.4247
1.6037
-18.737
67.3343
-1.6034
-0.4137 -69.0571
1.1765
-15.9047 70.9667
-1.1762
48.2543
-2.0657
-0.3618
-64.5727
3.9753
0.3621
53.0659
4.1051
0.364
-69.3843 -2.1956 -4.7705
30.1792
-0.3637 1.284
-21.7468 -27.0762 -1.2835 19.5179
1.5855
0.0022
-46.0353
1.5175
-0.0017
0.329
29.5825
1.2839
-16.6473 -27.6729 -1.2836 24.6174
0.9888
0.0021
-40.9358
0.9208
-0.0018
-2.2903
0.0005
-0.0001
0.0028
1.5824
-0.1494
-0.0011
8.8117
0.1562
-17.2272
0.0569
0.0002
0
0
0
0
0
0
-0.0032 -66.5119
1.6035
-0.0023 -70.1527
1.1763
58.4107
-3.0845
-0.362
58.4093
3.1007
0.3638
0.0221
28.6859
1.2837
32.5427
0.0142
0.0019
0
0
0
0
0
0
-24.118
0.0796
0.0003
-20.6726
0.0682
0.0002
Page 52 of 78
Analysis Results
22/11/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) MX kN-m
MY kN-m
MZ kN-m
-22.3985 -66.4379
1.6038
-22.3921 66.5858
-1.6033
-22.3977 -70.0787
1.1766
-22.393
70.2266
-1.1761
36.0154
-3.0105
-0.3617
-80.8061
3.1584
0.3622
36.014
3.1746
0.3641
-80.8046 -3.0268
-0.3636
-13.7849 -66.4664
1.6037
-13.7785 66.5573
-1.6034
-13.7841 -70.1072
1.1765
-13.7794 70.1982
-1.1762
44.629
-3.039
-0.3618
-72.1925
3.13
0.3621
44.6276
3.1462
0.364
-72.191
-3.0552
-0.3637
-22.3732 28.7598
1.284
-22.4175 -28.612
-1.2835
10.1474
0.0881
0.0022
-54.938
0.0597
-0.0017
-13.7596 28.7314
1.2839
-13.8039 -28.6404 -1.2836 18.761
0.0597
0.0021
-46.3244
0.0313
-0.0018
-2.3053
0.0027
-0.0001
0.9959
1.5798
-0.1494
-1.0459
8.7946
0.1562
-10.1408 -1.3149
0.0002
0
0
0
0
0 0
-10.6289 -66.3885
1.6035
-7.7829 -70.0214
1.1763
61.2266
-0.362
-3.1342
56.3918
3.0374
0.3638
8.5539
28.6315
1.2837
32.7592
0.0352
0.0019
0
0
0
0
0
-14.1972 -1.8409 -12.169
0 0.0003
-1.5779
0.0002
-23.8119 -68.0979
1.6038
-2.5542
-1.6033
64.6791
-20.966 -71.7308
1.1766
-5.4001
68.312
-1.1761
48.0435
-4.8436
-0.3617
-74.4096
1.4249
0.3622
43.2087
1.3281
0.3641
-69.5749 -4.7468
-0.3636
-18.7415 -67.4404
1.6037
Page 53 of 78
Analysis Results
22/11/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) MX kN-m
MY kN-m
MZ kN-m
2.5162
65.3366
-1.6034
-15.8956 -71.0733
1.1765
-0.3297
68.9695
-1.1762
53.1139
-4.1862
-0.3618
-69.3392
2.0823
0.3621
48.2791
1.9855
-64.5045 -4.0894 -4.6292
26.9222
0.364 -0.3637 1.284
-21.737 -30.3409 -1.2835 19.5762
-1.6742
0.0022
-45.9423 -1.7446
-0.0017
0.4412
27.5796
1.2839
-16.6665 -29.6835 -1.2836 -1.0167
0.0021
-40.8719 -1.0871
24.6466
-0.0018
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Page 54 of 78
Analysis Results
22/11/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) MX kN-m
MY kN-m
MZ kN-m
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5.4 Modal Results Table 5.9 - Modal Periods And Frequencies Period Frequency CircFreq Eigenvalue sec cyc/sec rad/sec rad2/sec2
Case
Mode
Modal
1
0.205
4.884
30.688
941.7563
Modal
2
0.183
5.477
34.4099
1184.0438
Modal
3
0.11
9.061
56.9335
3241.4235
Table 5.10 - Modal Participating Mass Ratios (Part 1 of 2) Case
Mode
Period sec
Modal
1
0.205
0
1
0
0
1
0
Modal
2
0.183
0.522
7.351E-07
0
0.522
1
0
Modal
3
0.11
0.478
0
0
1
1
0
0
UX
UY
UZ
SumUX SumUY SumUZ
RX
RY
RZ
1
0
6.091E-07
7.351E-07
0.522
0.478
0.478
0.522
Table 5.10 - Modal Participating Mass Ratios (Part 2 of 2) SumRX SumRY
SumRZ
1
0
6.091E-07
1
0.522
0.478
1
1
1
Table 5.11 - Modal Load Participation Ratios Case
ItemType
Item
Static %
Dynamic %
Modal
Acceleration
UX
100
100
Modal
Acceleration
UY
100
100
Modal
Acceleration
UZ
0
0
Table 5.12 - Modal Direction Factors Case
Mode
Period sec
Modal
1
0.205
Modal
2
0.183
Modal
3
0.11
0.453
UX
UY
UZ
0
1
0
0
0.497
0
0
0.503
0
0
0.547
Page 55 of 78
RZ
Design Data
22/11/2019
6 Design Data This chapter provides design data and results. 6.1 Concrete Frame Design Table 6.1 - Concrete Frame Design Preferences - ACI 318-14 Item
Value
Multi-Response Design
Step-by-Step - All
# Interaction Curves
24
# Interaction Points
11
Minimum Eccentricity?
Yes
Design for BCCR?
Yes
Seismic Design Category
D
Design System Omega0
2
Design System Rho
1
Design System Sds
0.5
Consider ICC ESR
No
Phi (Tension)
0.9
Phi (Compression Tied)
0.65
Phi (Compression Spiral)
0.75
Phi (Shear and Torsion)
0.75
Phi (Shear Seismic)
0.6
Phi (Shear Joint)
0.85
Pattern Live Load Factor
0.75
Utlization Factor Limit
1
Table 6.2 - Concrete Column Overwrites - ACI 318-14 (Part 1 of 2) Unique Design Name Type
Story
Label
Story1
C1
1
Story1
C2
Story1
C3
Story1
Unbraced Unbraced Length Length Ratio Ratio (Major) (Minor)
Design Section
Frame Type
LLRF
Column
Program Determined
Program Determined
0
0
0
2
Column
Program Determined
Program Determined
0
0
0
3
Column
Program Determined
Program Determined
0
0
0
C4
4
Column
Program Determined
Program Determined
0
0
0
Story1
C5
5
Column
Program Determined
Program Determined
0
0
0
Story1
C6
6
Column
Program Determined
Program Determined
0
0
0
Story1
C7
7
Column
Program Determined
Program Determined
0
0
0
Story1
C8
8
Column
Program Determined
Program Determined
0
0
0
Story1
C9
9
Column
Program Determined
Program Determined
0
0
0
Story1
C10
11
Column
Program Determined
Program Determined
0
0
0
Story1
C11
12
Column
Program Determined
Program Determined
0
0
0
Story1
C12
13
Column
Program Determined
Program Determined
0
0
0
Page 56 of 78
Design Data
22/11/2019
Table 6.2 - Concrete Column Overwrites - ACI 318-14 (Part 2 of 2) Non Non Sway Sway Effective Effective Sway Sway Moment Moment Moment Moment Length Length Moment Moment Coefficient Coefficient Factor Factor Factor (K Factor (K Factor Factor (Cm Major) (Cm Minor) (Ds (Ds Major) Minor) (Dns (Dns Major) Minor) Major) Minor)
Consider Minimum Eccentricity?
0
0
0
0
0
0
0
0
Program Determined
0
0
0
0
0
0
0
0
Program Determined
0
0
0
0
0
0
0
0
Program Determined
0
0
0
0
0
0
0
0
Program Determined
0
0
0
0
0
0
0
0
Program Determined
0
0
0
0
0
0
0
0
Program Determined
0
0
0
0
0
0
0
0
Program Determined
0
0
0
0
0
0
0
0
Program Determined
0
0
0
0
0
0
0
0
Program Determined
0
0
0
0
0
0
0
0
Program Determined
0
0
0
0
0
0
0
0
Program Determined
0
0
0
0
0
0
0
0
Program Determined
Table 6.3 - Concrete Beam Overwrites - ACI 318-14 (Part 1 of 2) Unique Design Name Type
Story
Label
Story1
B1
14
Story1
B2
15
Story1
B3
Story1 Story1
Unbraced Unbraced Length Length Ratio Ratio (Major) (Minor)
Design Section
Frame Type
LLRF
Beam
Program Determined
Program Determined
0
0
0
Beam
Program Determined
Program Determined
0
0
0
16
Beam
Program Determined
Program Determined
0
0
0
B4
17
Beam
Program Determined
Program Determined
0
0
0
B5
18
Beam
Program Determined
Program Determined
0
0
0
Story1
B6
19
Beam
Program Determined
Program Determined
0
0
0
Story1
B7
20
Beam
Program Determined
Program Determined
0
0
0
Story1
B8
21
Beam
Program Determined
Program Determined
0
0
0
Story1
B9
22
Beam
Program Determined
Program Determined
0
0
0
Story1
B10
23
Beam
Program Determined
Program Determined
0
0
0
Story1
B11
24
Beam
Program Determined
Program Determined
0
0
0
Story1
B12
25
Beam
Program Determined
Program Determined
0
0
0
Table 6.3 - Concrete Beam Overwrites - ACI 318-14 (Part 2 of 2) Consider Torsion?
Seismic Detailing in CSiXCAD?
Program Determined
Program Determined
Program Determined
Program Determined
Program Determined
Program Determined
Program Determined
Program Determined
Program Determined
Program Determined
Program Determined
Program Determined
Program Determined
Program Determined
Program Determined
Program Determined
Program Determined
Program Determined
Program Determined
Program Determined
Program Determined
Program Determined
Page 57 of 78
Design Data
22/11/2019
Table 6.3 - Concrete Beam Overwrites - ACI 318-14 (Part 2 of 2, continued) Consider Torsion?
Seismic Detailing in CSiXCAD?
Program Determined
Program Determined
Table 6.4 - Concrete Column PMM Envelope - ACI 318-14 M M Major Minor kN-m kN-m
PMM PMM Ratio or Combo Rebar %
Location
P kN
COLUMNA L
Top
9.7752
-25.3225
-8.805
DCon22
COLUMNA L
Bottom
20.732
0.6269
0
DCon22
1%
2
COLUMNA L
Top
6.1804
-8.9148 -20.4181 DCon22
1%
C2
2
COLUMNA L
Bottom
17.1373
Story1
C3
3
COLUMNA L
Top
Story1
C3
3
COLUMNA L
Bottom
Story1
C4
4
COLUMNA L
Top
Story1
C4
4
COLUMNA L
Story1
C5
5
Story1
C5
5
Story1
C6
Story1
Story
Label
UniqueName
Section
Story1
C1
1
Story1
C1
1
Story1
C2
Story1
5.101
1%
44.155
DCon22
1%
6.1085
-20.3586 -8.8198
DCon22
1%
17.0653
44.0803
DCon22
1%
9.6894
-8.6939 -25.2601 DCon22
1%
Bottom
20.6462
0.6243
DCon22
1%
COLUMNA T
Top
33.6294
23.2728 -33.2229 DCon22
1%
COLUMNA T
Bottom
46.7776
1.3444
0
DCon22
1%
6
COLUMNA T
Top
30.7781
26.0404
1.3457
DCon22
1%
C6
6
COLUMNA T
Bottom
43.9264
1.2624
0
DCon22
1%
Story1
C7
7
COLUMNA T
Top
35.1138
36.4439
0.0503
DCon22
1%
Story1
C7
7
COLUMNA T
Bottom
48.262
1.3871
0
DCon22
1%
Story1
C8
8
COLUMNA T
Top
30.7223
25.9505
-1.6173
DCon22
1%
Story1
C8
8
COLUMNA T
Bottom
43.8705
1.2608
0
DCon22
1%
Story1
C9
9
COLUMNA T
Top
30.4814
22.7568
-1.7623
DCon22
1%
Story1
C9
9
COLUMNA T
Bottom
43.6296
24.6174
0.9888
DCon22
1%
Story1
C10
11
COLUMNA T
Top
35.0976
32.0755
-0.0852
DCon22
1%
Story1
C10
11
COLUMNA T
Bottom
48.2458
18.761
0.0597
DCon22
1%
Story1
C11
12
COLUMNA T
Top
30.4229
22.6765
1.825
DCon22
1%
Story1
C11
12
COLUMNA T
Bottom
43.5711
24.6466
-1.0167
DCon22
1%
Story1
C12
13
COLUMNA T
Top
33.6232
23.271
-22.9814 DCon22
1%
Story1
C12
13
COLUMNA T
Bottom
46.7714
1.3442
5.0464 0
0
DCon22
1%
Table 6.5 - Concrete Column Shear Envelope - ACI 318-14 At At V Minor V Minor Major Minor kN Combo mm2/m mm2/m
Location
V Major V Major kN Combo
COLUMNA L
Top
28.6893 DCon22
210.15
23.7293 DCon22
173.82
COLUMNA L
Bottom
28.6893 DCon22
210.15
23.7293 DCon22
173.82
Top
22.1083
DCon6
202.43
38.9422 DCon18
416.67
Bottom
22.1083
DCon6
202.43
38.9422 DCon18
416.67
Top
38.9028 DCon16
416.67
22.07
DCon5
202.08
Bottom
38.9028 DCon16
416.67
22.07
DCon5
202.08
Top
23.6678 DCon22
173.37
28.6935 DCon22
210.18
Bottom
23.6678 DCon22
173.37
28.6935 DCon22
210.18
7.5383
0
60.3627 DCon22
375
Bottom
7.5383
0
60.3627 DCon22
375
COLUMNA T
Top
8.8535
0
44.6957 DCon22
225.09
COLUMNA T
Bottom
8.8535
0
44.6957 DCon22
225.09
Story
Label
UniqueName
Section
Story1
C1
1
Story1
C1
1
Story1
C2
2
COLUMNA L
Story1
C2
2
COLUMNA L
Story1
C3
3
COLUMNA L
Story1
C3
3
COLUMNA L
Story1
C4
4
COLUMNA L
Story1
C4
4
COLUMNA L
Story1
C5
5
COLUMNA T
Top
Story1
C5
5
COLUMNA T
Story1
C6
6
Story1
C6
6
Page 58 of 78
Design Data
22/11/2019
Table 6.5 - Concrete Column Shear Envelope - ACI 318-14 (continued) V Major V Major kN Combo
At At V Minor V Minor Major Minor kN Combo mm2/m mm2/m
Story
Label
UniqueName
Section
Location
Story1
C7
7
COLUMNA T
Top
11.9929
0
Story1
C7
7
COLUMNA T
Bottom
11.9929
Story1
C8
8
COLUMNA T
Top
8.8254
Story1
C8
8
COLUMNA T
Bottom
Story1
C9
9
COLUMNA T
Top
8.8254
45.142
DCon22
227.34
0
45.142
DCon22
227.34
0
44.7091 DCon22
225.16
0
44.7091 DCon22
225.16
35.7377 DCon10
369.18
42.4642 DCon22
213.85
Story1
C9
9
COLUMNA T
Bottom
35.7377 DCon10
369.18
42.4642 DCon22
213.85
Story1
C10
11
COLUMNA T
Top
42.6995 DCon10
583.33
42.8669 DCon22
215.88
Story1
C10
11
COLUMNA T
Bottom
42.6995 DCon10
583.33
42.8669 DCon22
215.88
Story1
C11
12
COLUMNA T
Top
35.6711
DCon8
368.49
42.4888 DCon22
213.97
Story1
C11
12
COLUMNA T
Bottom
35.6711
DCon8
368.49
42.4888 DCon22
213.97
Story1
C12
13
COLUMNA T
Top
7.5382
0
60.3321 DCon22
375
Story1
C12
13
COLUMNA T
Bottom
7.5382
0
60.3321 DCon22
375
Table 6.6 - Concrete Beam Flexure Envelope - ACI 318-14 (-) (+) (-) As Top (+) As Bot Location Moment Moment Combo mm2 Combo mm2 kN-m kN-m
Story
Label
UniqueName
Section
Story1
B1
14
VIGA 40X25
End-I
-19.7384
DCon6
213
13.1937
DCon13
141
Story1
B1
14
VIGA 40X25
Middle
-4.8294
DCon5
72
11.1889
DCon5
119
Story1
B1
14
VIGA 40X25
End-J
-27.1602
DCon5
283
0
DCon5
145
Story1
B2
15
VIGA 40X25
End-I
-29.4209
DCon6
283
0
DCon6
158
Story1
B2
15
VIGA 40X25
Middle
-3.5008
DCon5
80
12.1674
DCon5
130
Story1
B2
15
VIGA 40X25
End-J
-30.1409
DCon5
283
0
DCon5
161
Story1
B3
16
VIGA 40X25
End-I
-30.1997
DCon6
283
0
DCon6
162
Story1
B3
16
VIGA 40X25
Middle
0
DCon6
80
12.2399
DCon6
131
Story1
B3
16
VIGA 40X25
End-J
-29.4684
DCon5
283
0
DCon5
158
Story1
B4
17
VIGA 40X25
End-I
-27.0888
DCon6
283
0
DCon6
145
Story1
B4
17
VIGA 40X25
Middle
0
DCon6
72
11.183
DCon6
119
Story1
B4
17
VIGA 40X25
End-J
-19.6596
DCon5
212
13.3637
DCon14
143
Story1
B5
18
VIGA 40X25
End-I
-38.8801
DCon8
321
27.2972
DCon7
283
Story1
B5
18
VIGA 40X25
Middle
-4.0642
DCon7
138
24.0746
DCon7
261
Story1
B5
18
VIGA 40X25
End-J
-51.7058
DCon7
435
0
DCon7
280
Story1
B6
19
VIGA 40X25
End-I
-38.2672
DCon8
316
0
DCon8
206
Story1
B6
19
VIGA 40X25
Middle
0
DCon8
102
17.1984
DCon7
185
Story1
B6
19
VIGA 40X25
End-J
-36.5515
DCon7
301
0
DCon7
197
Story1
B7
20
VIGA 40X25
End-I
-27.2136
DCon12
283
0
DCon4
171
Story1
B7
20
VIGA 40X25
Middle
0
DCon4
85
13.6818
DCon4
146
Story1
B7
20
VIGA 40X25
End-J
-22.7638
DCon3
246
18.2627
DCon12
196
Story1
B8
21
VIGA 40X25
End-I
-34.5322
DCon4
284
0
DCon4
185
Story1
B8
21
VIGA 40X25
Middle
0
DCon4
92
13.2679
DCon4
142
Story1
B8
21
VIGA 40X25
End-J
-28.4387
DCon11
283
0
DCon3
181
Story1
B9
22
VIGA 40X25
End-I
-28.4558
DCon12
283
0
DCon4
181
Story1
B9
22
VIGA 40X25
Middle
-5.5175
DCon3
92
13.2045
DCon3
141
Story1
B9
22
VIGA 40X25
End-J
-34.5008
DCon3
284
0
DCon3
185
Story1
B10
23
VIGA 40X25
End-I
-22.8242
DCon4
247
18.0835
DCon11
194
Story1
B10
23
VIGA 40X25
Middle
-6.9391
DCon3
85
13.6883
DCon3
146
Story1
B10
23
VIGA 40X25
End-J
-27.2059
DCon11
283
0
DCon3
171
Story1
B11
24
VIGA 40X25
End-I
-38.2875
DCon10
316
0
DCon10
206
Page 59 of 78
Design Data
22/11/2019
Table 6.6 - Concrete Beam Flexure Envelope - ACI 318-14 (continued) (-) (+) (-) As Top (+) As Bot Location Moment Moment Combo mm2 Combo mm2 kN-m kN-m
Story
Label
UniqueName
Section
Story1
B11
24
VIGA 40X25
Middle
Story1
B11
24
VIGA 40X25
End-J
-36.546
DCon9
301
0
DCon9
196
Story1
B12
25
VIGA 40X25
End-I
-38.8781
DCon10
321
27.3206
DCon9
283
Story1
B12
25
VIGA 40X25
Middle
-4.0702
DCon9
138
24.0931
DCon9
261
Story1
B12
25
VIGA 40X25
End-J
-51.7322
DCon9
435
0
DCon9
281
0
DCon10
102
17.2031
DCon9
185
Table 6.7 - Concrete Beam Shear Envelope - ACI 318-14 (Part 1 of 2) At V At T for At T for At Torsion Combo mm2/m kN-m Combo mm2/m
Story
Label
UniqueName
Section
Location
V kN
Story1
B1
14
VIGA 40X25
End-I
28.028
DCon20
265.69
Story1
B1
14
VIGA 40X25
Middle
23.9891
DCon20
227.41
Story1
B1
14
VIGA 40X25
End-J
Story1
B2
15
VIGA 40X25
End-I
Story1
B2
15
VIGA 40X25
Middle
Story1
B2
15
VIGA 40X25
End-J
Story1
B3
16
VIGA 40X25
End-I
Story1
B3
16
VIGA 40X25
Story1
B3
16
VIGA 40X25
Story1
B4
17
VIGA 40X25
End-I
Story1
B4
17
VIGA 40X25
Middle
24.1122
DCon20
228.57
Story1
B4
17
VIGA 40X25
End-J
28.1098 DCon20
266.47
Story1
B5
18
VIGA 40X25
End-I
Story1
B5
18
VIGA 40X25
Middle
Story1
B5
18
VIGA 40X25
End-J
Story1
B6
19
VIGA 40X25
End-I
Story1
B6
19
VIGA 40X25
Middle
Story1
B6
19
VIGA 40X25
End-J
Story1
B7
20
VIGA 40X25
End-I
Story1
B7
20
VIGA 40X25
Middle
26.2666
Story1
B7
20
VIGA 40X25
End-J
30.2625 DCon20
Story1
B8
21
VIGA 40X25
End-I
Story1
B8
21
VIGA 40X25
Story1
B8
21
VIGA 40X25
Story1
B9
22
VIGA 40X25
Story1
B9
22
VIGA 40X25
Story1
B9
22
VIGA 40X25
Story1
B10
23
VIGA 40X25
Story1
B10
23
VIGA 40X25
Middle
Story1
B10
23
VIGA 40X25
End-J
Story1
B11
24
VIGA 40X25
End-I
Story1
B11
24
VIGA 40X25
Middle
Story1
B11
24
VIGA 40X25
End-J
Story1
B12
25
VIGA 40X25
End-I
Story1
B12
25
VIGA 40X25
Story1
B12
25
VIGA 40X25
8.5863
DCon1
341.65
1.0904
DCon22
0
12.8469
DCon8
485.98
O/S
27.7943
DCon1
1051.43
O/S
14.8288
DCon1
560.96
O/S
28.2533
DCon1
1068.79
O/S
28.3368
DCon1
1071.95
Middle
O/S
14.8757
DCon1
562.73
End-J
O/S
27.8551
DCon1
1053.73
12.69
DCon10
480.05
4.0004
DCon22
0
8.0872
DCon1
337.79
O/S
10.7918
DCon1
446.44
O/S
9.5831
DCon1
402.14
O/S
17.3537
DCon1
656.47
O/S
17.4233
DCon1
659.1
5.9631
DCon1
398.31
11.0242
DCon1
443.31 472.09
O/S
O/S
22.9403
DCon22
217.46
O/S O/S
12.4795
DCon9
249
4.7059
DCon22
0
286.88
8.6855
DCon1
344.37
O/S
28.1995
DCon1
1066.76
Middle
O/S
15.0845
DCon1
570.63
End-J
O/S
28.0965
DCon1
1062.86
End-I
O/S
28.0348
DCon1
1060.53
Middle
O/S
15.037
DCon1
568.83
End-J
O/S
28.1163
DCon1
1063.61
End-I
O/S
8.2307
DCon1
348.28
2.0988
DCon22
0
12.6361
DCon7
478.01 659.25
26.1246
DCon20
DCon20
247.65
O/S O/S
17.427
DCon1
6.0679
DCon1
398.12
O/S
10.735
DCon1
443.23
O/S
11.1237
DCon1
446.42
Middle
O/S
10.1542
DCon1
402
End-J
O/S
17.3559
DCon1
656.55
22.9461
Page 60 of 78
DCon22
217.52
Design Data
22/11/2019
Table 6.7 - Concrete Beam Shear Envelope - ACI 318-14 (Part 2 of 2) As T for As T for As Torsion kN-m Combo mm2 8.5863
DCon1
323
1.0904
DCon22
0
12.8469
DCon8
459
27.7943
DCon1
993
14.8288
DCon1
530
28.2533
DCon1
1009
28.3368
DCon1
1012
14.8757
DCon1
531
27.8551
DCon1
995 453
12.69
DCon10
4.0004
DCon22
0
8.0872
DCon1
319
10.7918
DCon1
422
9.5831
DCon1
380
17.3537
DCon1
620
17.4233
DCon1
622
5.9631
DCon1
376
11.0242
DCon1
419
12.4795
DCon9
446
4.7059
DCon22
0
8.6855
DCon1
325
28.1995
DCon1
1007
15.0845
DCon1
539
28.0965
DCon1
1004
28.0348
DCon1
1002
15.037
DCon1
537
28.1163
DCon1
1004
8.2307
DCon1
329
2.0988
DCon22
0
12.6361
DCon7
451
17.427
DCon1
623
6.0679
DCon1
376
10.735
DCon1
419
11.1237
DCon1
422
10.1542
DCon1
380
17.3559
DCon1
620
Table 6.8 - Concrete Joint Envelope - ACI 318-14 B/C Major Combo
B/C Major Ratio
B/C Minor Combo
B/C Minor Ratio
JS Major Combo
JS Major Ratio
JS Minor Combo
JS Minor Ratio
1
COLUMNA L DCon16
0.368
DCon16
0.304
DCon3
0.162
DCon3
0.132
2
COLUMNA L DCon17
0.265
DCon17
0.394
DCon3
0.114
DCon3
0.173
C3
3
COLUMNA L DCon15
0.394
DCon15
0.263
DCon3
0.173
DCon3
0.114
Story1
C4
4
COLUMNA L DCon18
0.303
DCon18
0.368
DCon3
0.132
DCon3
0.162
Story1
C5
5
COLUMNA T
Story1
C6
6
COLUMNA T
Story1
C7
7
COLUMNA T
Story
Label
UniqueName
Story1
C1
Story1
C2
Story1
Section
Page 61 of 78
Design Data
22/11/2019
Table 6.8 - Concrete Joint Envelope - ACI 318-14 (continued) Story
Label
UniqueName
Section
Story1
C8
8
COLUMNA T
Story1
C9
9
COLUMNA T
Story1
C10
11
COLUMNA T
Story1
C11
12
COLUMNA T
Story1
C12
13
COLUMNA T
B/C Major Combo
B/C Major Ratio
B/C Minor Combo
B/C Minor Ratio
JS Major Combo
JS Major Ratio
JS Minor Combo
JS Minor Ratio
Table 6.9 - Concrete Column Design Summary - ACI 318-14 (Part 1 of 2) UniqueName DesignSect
Station DesignOpt mm
Story
Label
Story1
C1
1
COLUMNA L
0
Design
No Message
DCon22
Story1
C1
1
COLUMNA L
1550
Design
No Message
DCon22
Story1
C1
1
COLUMNA L
3100
Design
No Message
DCon22
Story1
C2
2
COLUMNA L
0
Design
No Message
DCon22
Story1
C2
2
COLUMNA L
1550
Design
No Message
DCon22
Story1
C2
2
COLUMNA L
3100
Design
No Message
DCon22
Story1
C3
3
COLUMNA L
0
Design
No Message
DCon22
Story1
C3
3
COLUMNA L
1550
Design
No Message
DCon22
Story1
C3
3
COLUMNA L
3100
Design
No Message
DCon22
Story1
C4
4
COLUMNA L
0
Design
No Message
DCon22
Story1
C4
4
COLUMNA L
1550
Design
No Message
DCon22
Story1
C4
4
COLUMNA L
3100
Design
No Message
DCon22
Story1
C5
5
COLUMNA T
0
Design
No Message
DCon22
Story1
C5
5
COLUMNA T
1550
Design
No Message
DCon22
Story1
C5
5
COLUMNA T
3100
Design
No Message
DCon22
Story1
C6
6
COLUMNA T
0
Design
No Message
DCon22
Story1
C6
6
COLUMNA T
1550
Design
No Message
DCon22
Story1
C6
6
COLUMNA T
3100
Design
No Message
DCon22
Story1
C7
7
COLUMNA T
0
Design
No Message
DCon22
Story1
C7
7
COLUMNA T
1550
Design
No Message
DCon22
Story1
C7
7
COLUMNA T
3100
Design
No Message
DCon22
Story1
C8
8
COLUMNA T
0
Design
No Message
DCon22
Story1
C8
8
COLUMNA T
1550
Design
No Message
DCon22
Story1
C8
8
COLUMNA T
3100
Design
No Message
DCon22
Story1
C9
9
COLUMNA T
0
Design
No Message
DCon22
Story1
C9
9
COLUMNA T
1550
Design
No Message
DCon22
Story1
C9
9
COLUMNA T
3100
Design
No Message
DCon22
Story1
C10
11
COLUMNA T
0
Design
No Message
DCon22
Story1
C10
11
COLUMNA T
1550
Design
No Message
DCon22
Story1
C10
11
COLUMNA T
3100
Design
No Message
DCon22
Story1
C11
12
COLUMNA T
0
Design
No Message
DCon22
Story1
C11
12
COLUMNA T
1550
Design
No Message
DCon22
Story1
C11
12
COLUMNA T
3100
Design
No Message
DCon22
Story1
C12
13
COLUMNA T
0
Design
No Message
DCon22
Story1
C12
13
COLUMNA T
1550
Design
No Message
DCon22
Story1
C12
13
COLUMNA T
3100
Design
No Message
DCon22
Page 62 of 78
Status
PMMRatio PMMCombo
Design Data
22/11/2019
Table 6.9 - Concrete Column Design Summary - ACI 318-14 (Part 2 of 2) Mid Bar CornerBarAs VMajRebar VMinRebar As VMajCombo VMinCombo mm2 mm2/m mm2/m mm2
AsMin mm2
As mm2
1875
1875
DCon22
210.15
DCon22
173.82
No Message
1875
1875
DCon22
210.15
DCon22
173.82
No Message
1875
1875
DCon22
210.15
DCon22
173.82
No Message
1875
1875
DCon6
202.43
DCon18
416.67
No Message
1875
1875
DCon6
202.43
DCon18
416.67
No Message
1875
1875
DCon6
202.43
DCon18
416.67
No Message
1875
1875
DCon16
416.67
DCon5
202.08
No Message
1875
1875
DCon16
416.67
DCon5
202.08
No Message
1875
1875
DCon16
416.67
DCon5
202.08
No Message
1875
1875
DCon22
173.37
DCon22
210.18
No Message
1875
1875
DCon22
173.37
DCon22
210.18
No Message
1875
1875
DCon22
173.37
DCon22
210.18
No Message
2250
2250
DCon22
0
DCon22
375
No Message
2250
2250
DCon22
0
DCon22
375
No Message
2250
2250
DCon22
0
DCon22
375
No Message
2250
2250
DCon22
0
DCon22
225.09
No Message
2250
2250
DCon22
0
DCon22
225.09
No Message
2250
2250
DCon22
0
DCon22
225.09
No Message
2250
2250
DCon22
0
DCon22
227.34
No Message
2250
2250
DCon22
0
DCon22
227.34
No Message
2250
2250
DCon22
0
DCon22
227.34
No Message
2250
2250
DCon22
0
DCon22
225.16
No Message
2250
2250
DCon22
0
DCon22
225.16
No Message
2250
2250
DCon22
0
DCon22
225.16
No Message
2250
2250
DCon10
369.18
DCon22
213.85
No Message
2250
2250
DCon10
369.18
DCon22
213.85
No Message
2250
2250
DCon10
369.18
DCon22
213.85
No Message
2250
2250
DCon10
583.33
DCon22
215.88
No Message
2250
2250
DCon10
583.33
DCon22
215.88
No Message
2250
2250
DCon10
583.33
DCon22
215.88
No Message
2250
2250
DCon8
368.49
DCon22
213.97
No Message
2250
2250
DCon8
368.49
DCon22
213.97
No Message
2250
2250
DCon8
368.49
DCon22
213.97
No Message
2250
2250
DCon22
0
DCon22
375
No Message
2250
2250
DCon22
0
DCon22
375
No Message
2250
2250
DCon22
0
DCon22
375
No Message
WarnMsg
Table 6.10 - Concrete Beam Design Summary - ACI 318-14 (Part 1 of 3) Station mm
Status
AsTopCombo
VIGA 40X25
250
No Message
DCon6
213
213
VIGA 40X25
602
No Message
DCon6
151
151
14
VIGA 40X25
954
No Message
DCon14
101
101
14
VIGA 40X25
954
No Message
DCon14
101
101
B1
14
VIGA 40X25
1431
No Message
DCon5
72
72
Story1
B1
14
VIGA 40X25
1908
No Message
DCon5
72
72
Story1
B1
14
VIGA 40X25
1908
No Message
DCon5
72
72
Story1
B1
14
VIGA 40X25
2385
No Message
DCon5
72
72
Story
Label
UniqueName DesignSect
Story1
B1
14
Story1
B1
14
Story1
B1
Story1
B1
Story1
Page 63 of 78
AsMinTop AsTop mm2 mm2
Design Data
22/11/2019
Table 6.10 - Concrete Beam Design Summary - ACI 318-14 (Part 1 of 3, continued) Station mm
Status
AsTopCombo
VIGA 40X25
2862
No Message
DCon5
72
72
VIGA 40X25
2862
No Message
DCon5
72
72
14
VIGA 40X25
3339
No Message
DCon5
72
72
B1
14
VIGA 40X25
3816
No Message
DCon5
134
134
B1
14
VIGA 40X25
3816
See ErrMsg
DCon5
134
134
Story1
B1
14
VIGA 40X25
4118
See ErrMsg
DCon5
212
212
Story1
B1
14
VIGA 40X25
4420
See ErrMsg
DCon5
283
283
Story1
B2
15
VIGA 40X25
350
See ErrMsg
DCon6
283
283
Story1
B2
15
VIGA 40X25
649
See ErrMsg
DCon6
224
224
Story1
B2
15
VIGA 40X25
948
See ErrMsg
DCon6
132
132
Story1
B2
15
VIGA 40X25
948
See ErrMsg
DCon6
132
132
Story1
B2
15
VIGA 40X25
1422
See ErrMsg
DCon5
80
80
Story1
B2
15
VIGA 40X25
1896
See ErrMsg
DCon5
80
80
Story1
B2
15
VIGA 40X25
1896
No Message
DCon5
80
80
Story1
B2
15
VIGA 40X25
2370
No Message
DCon5
80
80
Story1
B2
15
VIGA 40X25
2844
No Message
DCon5
80
80
Story1
B2
15
VIGA 40X25
2844
See ErrMsg
DCon5
80
80
Story1
B2
15
VIGA 40X25
3318
See ErrMsg
DCon5
80
80
Story1
B2
15
VIGA 40X25
3792
See ErrMsg
DCon5
134
134
Story1
B2
15
VIGA 40X25
3792
See ErrMsg
DCon5
134
134
Story1
B2
15
VIGA 40X25
4091
See ErrMsg
DCon5
229
229
Story1
B2
15
VIGA 40X25
4390
See ErrMsg
DCon5
283
283
Story1
B3
16
VIGA 40X25
350
See ErrMsg
DCon6
283
283
Story1
B3
16
VIGA 40X25
651
See ErrMsg
DCon6
229
229
Story1
B3
16
VIGA 40X25
952
See ErrMsg
DCon6
134
134
Story1
B3
16
VIGA 40X25
952
See ErrMsg
DCon6
134
134
Story1
B3
16
VIGA 40X25
1428
See ErrMsg
DCon6
80
80
Story1
B3
16
VIGA 40X25
1904
See ErrMsg
DCon6
80
80
Story1
B3
16
VIGA 40X25
1904
No Message
DCon6
80
80
Story1
B3
16
VIGA 40X25
2380
No Message
DCon6
80
80
Story1
B3
16
VIGA 40X25
2856
No Message
DCon6
80
80
Story1
B3
16
VIGA 40X25
2856
See ErrMsg
DCon6
80
80
Story1
B3
16
VIGA 40X25
3332
See ErrMsg
DCon6
80
80
Story1
B3
16
VIGA 40X25
3808
See ErrMsg
DCon5
132
132
Story1
B3
16
VIGA 40X25
3808
See ErrMsg
DCon5
132
132
Story1
B3
16
VIGA 40X25
4109
See ErrMsg
DCon5
224
224
Story1
B3
16
VIGA 40X25
4410
See ErrMsg
DCon5
283
283
Story1
B4
17
VIGA 40X25
350
See ErrMsg
DCon6
283
283
Story1
B4
17
VIGA 40X25
649
See ErrMsg
DCon6
212
212
Story1
B4
17
VIGA 40X25
948
See ErrMsg
DCon6
135
135
Story1
B4
17
VIGA 40X25
948
No Message
DCon6
135
135
Story1
B4
17
VIGA 40X25
1422
No Message
DCon6
72
72
Story1
B4
17
VIGA 40X25
1896
No Message
DCon6
72
72
Story1
B4
17
VIGA 40X25
1896
No Message
DCon6
72
72
Story1
B4
17
VIGA 40X25
2370
No Message
DCon6
72
72
Story1
B4
17
VIGA 40X25
2844
No Message
DCon6
72
72
Story1
B4
17
VIGA 40X25
2844
No Message
DCon6
72
72
Story1
B4
17
VIGA 40X25
3318
No Message
DCon6
72
72
Story1
B4
17
VIGA 40X25
3792
No Message
DCon13
102
102
Story
Label
UniqueName DesignSect
Story1
B1
14
Story1
B1
14
Story1
B1
Story1 Story1
Page 64 of 78
AsMinTop AsTop mm2 mm2
Design Data
22/11/2019
Table 6.10 - Concrete Beam Design Summary - ACI 318-14 (Part 1 of 3, continued) Station mm
Status
AsTopCombo
VIGA 40X25
3792
No Message
DCon13
102
102
VIGA 40X25
4141
No Message
DCon5
151
151
17
VIGA 40X25
4490
No Message
DCon5
212
212
B5
18
VIGA 40X25
250
See ErrMsg
DCon8
283
321
B5
18
VIGA 40X25
590.8
See ErrMsg
DCon18
283
283
Story1
B5
18
VIGA 40X25
931.7
See ErrMsg
DCon16
269
269
Story1
B5
18
VIGA 40X25
931.7
See ErrMsg
DCon16
269
269
Story1
B5
18
VIGA 40X25
1397.5
See ErrMsg
DCon16
180
180
Story1
B5
18
VIGA 40X25
1863.3
See ErrMsg
DCon7
138
138
Story1
B5
18
VIGA 40X25
1863.3
No Message
DCon7
138
138
Story1
B5
18
VIGA 40X25
2329.2
No Message
DCon7
138
138
Story1
B5
18
VIGA 40X25
2795
No Message
DCon7
138
138
Story1
B5
18
VIGA 40X25
2795
No Message
DCon7
138
138
Story1
B5
18
VIGA 40X25
3260.8
No Message
DCon7
138
138
Story1
B5
18
VIGA 40X25
3726.7
No Message
DCon7
138
138
Story1
B5
18
VIGA 40X25
3726.7
No Message
DCon7
138
138
Story1
B5
18
VIGA 40X25
4192.5
No Message
DCon7
178
178
Story1
B5
18
VIGA 40X25
4658.3
No Message
DCon15
283
283
Story1
B5
18
VIGA 40X25
4658.3
See ErrMsg
DCon15
283
283
Story1
B5
18
VIGA 40X25
4949.2
See ErrMsg
DCon7
283
337
Story1
B5
18
VIGA 40X25
5240
See ErrMsg
DCon7
283
435
Story1
B6
19
VIGA 40X25
350
See ErrMsg
DCon8
283
316
Story1
B6
19
VIGA 40X25
641.7
See ErrMsg
DCon8
283
283
Story1
B6
19
VIGA 40X25
933.3
See ErrMsg
DCon8
219
219
Story1
B6
19
VIGA 40X25
933.3
No Message
DCon8
219
219
Story1
B6
19
VIGA 40X25
1400
No Message
DCon16
122
122
Story1
B6
19
VIGA 40X25
1866.7
No Message
DCon8
102
102
Story1
B6
19
VIGA 40X25
1866.7
No Message
DCon8
102
102
Story1
B6
19
VIGA 40X25
2333.3
No Message
DCon8
102
102
Story1
B6
19
VIGA 40X25
2800
No Message
DCon8
102
102
Story1
B6
19
VIGA 40X25
2800
No Message
DCon8
102
102
Story1
B6
19
VIGA 40X25
3266.7
No Message
DCon8
102
102
Story1
B6
19
VIGA 40X25
3733.3
No Message
DCon8
102
102
Story1
B6
19
VIGA 40X25
3733.3
No Message
DCon8
102
102
Story1
B6
19
VIGA 40X25
4200
No Message
DCon15
133
133
Story1
B6
19
VIGA 40X25
4666.7
No Message
DCon7
229
229
Story1
B6
19
VIGA 40X25
4666.7
See ErrMsg
DCon7
229
229
Story1
B6
19
VIGA 40X25
5008.3
See ErrMsg
DCon7
283
283
Story1
B6
19
VIGA 40X25
5350
See ErrMsg
DCon7
283
301
Story1
B7
20
VIGA 40X25
350
See ErrMsg
DCon12
283
283
Story1
B7
20
VIGA 40X25
649
See ErrMsg
DCon4
257
257
Story1
B7
20
VIGA 40X25
948
See ErrMsg
DCon4
171
171
Story1
B7
20
VIGA 40X25
948
No Message
DCon4
171
171
Story1
B7
20
VIGA 40X25
1422
No Message
DCon4
85
85
Story1
B7
20
VIGA 40X25
1896
No Message
DCon4
85
85
Story1
B7
20
VIGA 40X25
1896
No Message
DCon4
85
85
Story1
B7
20
VIGA 40X25
2370
No Message
DCon4
85
85
Story1
B7
20
VIGA 40X25
2844
No Message
DCon4
85
85
Story1
B7
20
VIGA 40X25
2844
No Message
DCon4
85
85
Story
Label
UniqueName DesignSect
Story1
B4
17
Story1
B4
17
Story1
B4
Story1 Story1
Page 65 of 78
AsMinTop AsTop mm2 mm2
Design Data
22/11/2019
Table 6.10 - Concrete Beam Design Summary - ACI 318-14 (Part 1 of 3, continued) Station mm
Status
VIGA 40X25
3318
No Message
DCon4
85
85
VIGA 40X25
3792
No Message
DCon11
126
126
20
VIGA 40X25
3792
No Message
DCon11
126
126
B7
20
VIGA 40X25
4141
No Message
DCon3
179
179
B7
20
VIGA 40X25
4490
No Message
DCon3
246
246
Story1
B8
21
VIGA 40X25
350
See ErrMsg
DCon4
283
284
Story1
B8
21
VIGA 40X25
651
See ErrMsg
DCon4
270
270
Story1
B8
21
VIGA 40X25
952
See ErrMsg
DCon4
166
166
Story1
B8
21
VIGA 40X25
952
See ErrMsg
DCon4
166
166
Story1
B8
21
VIGA 40X25
1428
See ErrMsg
DCon4
92
92
Story1
B8
21
VIGA 40X25
1904
See ErrMsg
DCon4
92
92
Story1
B8
21
VIGA 40X25
1904
No Message
DCon4
92
92
Story1
B8
21
VIGA 40X25
2380
No Message
DCon4
92
92
Story1
B8
21
VIGA 40X25
2856
No Message
DCon4
92
92
Story1
B8
21
VIGA 40X25
2856
See ErrMsg
DCon4
92
92
Story1
B8
21
VIGA 40X25
3332
See ErrMsg
DCon4
92
92
Story1
B8
21
VIGA 40X25
3808
See ErrMsg
DCon3
164
164
Story1
B8
21
VIGA 40X25
3808
See ErrMsg
DCon3
164
164
Story1
B8
21
VIGA 40X25
4109
See ErrMsg
DCon3
264
264
Story1
B8
21
VIGA 40X25
4410
See ErrMsg
DCon11
283
283
Story1
B9
22
VIGA 40X25
350
See ErrMsg
DCon12
283
283
Story1
B9
22
VIGA 40X25
649
See ErrMsg
DCon4
265
265
Story1
B9
22
VIGA 40X25
948
See ErrMsg
DCon4
165
165
Story1
B9
22
VIGA 40X25
948
See ErrMsg
DCon4
165
165
Story1
B9
22
VIGA 40X25
1422
See ErrMsg
DCon3
92
92
Story1
B9
22
VIGA 40X25
1896
See ErrMsg
DCon3
92
92
Story1
B9
22
VIGA 40X25
1896
No Message
DCon3
92
92
Story1
B9
22
VIGA 40X25
2370
No Message
DCon3
92
92
Story1
B9
22
VIGA 40X25
2844
No Message
DCon3
92
92
Story1
B9
22
VIGA 40X25
2844
See ErrMsg
DCon3
92
92
Story1
B9
22
VIGA 40X25
3318
See ErrMsg
DCon3
92
92
Story1
B9
22
VIGA 40X25
3792
See ErrMsg
DCon3
167
167
Story1
B9
22
VIGA 40X25
3792
See ErrMsg
DCon3
167
167
Story1
B9
22
VIGA 40X25
4091
See ErrMsg
DCon3
270
270
Story1
B9
22
VIGA 40X25
4390
See ErrMsg
DCon3
283
284
Story1
B10
23
VIGA 40X25
250
See ErrMsg
DCon4
247
247
Story1
B10
23
VIGA 40X25
602
See ErrMsg
DCon4
179
179
Story1
B10
23
VIGA 40X25
954
See ErrMsg
DCon12
126
126
Story1
B10
23
VIGA 40X25
954
No Message
DCon12
126
126
Story1
B10
23
VIGA 40X25
1431
No Message
DCon3
85
85
Story1
B10
23
VIGA 40X25
1908
No Message
DCon3
85
85
Story1
B10
23
VIGA 40X25
1908
No Message
DCon3
85
85
Story1
B10
23
VIGA 40X25
2385
No Message
DCon3
85
85
Story1
B10
23
VIGA 40X25
2862
No Message
DCon3
85
85
Story1
B10
23
VIGA 40X25
2862
No Message
DCon3
85
85
Story1
B10
23
VIGA 40X25
3339
No Message
DCon3
85
85
Story1
B10
23
VIGA 40X25
3816
No Message
DCon3
169
169
Story1
B10
23
VIGA 40X25
3816
See ErrMsg
DCon3
169
169
Story1
B10
23
VIGA 40X25
4118
See ErrMsg
DCon3
257
257
Story
Label
UniqueName DesignSect
Story1
B7
20
Story1
B7
20
Story1
B7
Story1 Story1
Page 66 of 78
AsTopCombo
AsMinTop AsTop mm2 mm2
Design Data
22/11/2019
Table 6.10 - Concrete Beam Design Summary - ACI 318-14 (Part 1 of 3, continued) Station mm
Status
AsTopCombo
VIGA 40X25
4420
See ErrMsg
DCon11
283
VIGA 40X25
350
See ErrMsg
DCon10
283
316
24
VIGA 40X25
641.7
See ErrMsg
DCon10
283
283
B11
24
VIGA 40X25
933.3
See ErrMsg
DCon10
219
219
B11
24
VIGA 40X25
933.3
No Message
DCon10
219
219
Story1
B11
24
VIGA 40X25
1400
No Message
DCon18
122
122
Story1
B11
24
VIGA 40X25
1866.7
No Message
DCon10
102
102
Story1
B11
24
VIGA 40X25
1866.7
No Message
DCon10
102
102
Story1
B11
24
VIGA 40X25
2333.3
No Message
DCon10
102
102
Story1
B11
24
VIGA 40X25
2800
No Message
DCon10
102
102
Story1
B11
24
VIGA 40X25
2800
No Message
DCon10
102
102
Story1
B11
24
VIGA 40X25
3266.7
No Message
DCon10
102
102
Story1
B11
24
VIGA 40X25
3733.3
No Message
DCon10
102
102
Story1
B11
24
VIGA 40X25
3733.3
No Message
DCon10
102
102
Story1
B11
24
VIGA 40X25
4200
No Message
DCon17
133
133
Story1
B11
24
VIGA 40X25
4666.7
No Message
DCon9
229
229
Story1
B11
24
VIGA 40X25
4666.7
See ErrMsg
DCon9
229
229
Story1
B11
24
VIGA 40X25
5008.3
See ErrMsg
DCon9
283
283
Story1
B11
24
VIGA 40X25
5350
See ErrMsg
DCon9
283
301
Story1
B12
25
VIGA 40X25
250
See ErrMsg
DCon10
283
321
Story1
B12
25
VIGA 40X25
590.8
See ErrMsg
DCon18
283
283
Story1
B12
25
VIGA 40X25
931.7
See ErrMsg
DCon18
269
269
Story1
B12
25
VIGA 40X25
931.7
See ErrMsg
DCon18
269
269
Story1
B12
25
VIGA 40X25
1397.5
See ErrMsg
DCon18
180
180
Story1
B12
25
VIGA 40X25
1863.3
See ErrMsg
DCon9
138
138
Story1
B12
25
VIGA 40X25
1863.3
No Message
DCon9
138
138
Story1
B12
25
VIGA 40X25
2329.2
No Message
DCon9
138
138
Story1
B12
25
VIGA 40X25
2795
No Message
DCon9
138
138
Story1
B12
25
VIGA 40X25
2795
No Message
DCon9
138
138
Story1
B12
25
VIGA 40X25
3260.8
No Message
DCon9
138
138
Story1
B12
25
VIGA 40X25
3726.7
No Message
DCon9
138
138
Story1
B12
25
VIGA 40X25
3726.7
No Message
DCon9
138
138
Story1
B12
25
VIGA 40X25
4192.5
No Message
DCon9
178
178
Story1
B12
25
VIGA 40X25
4658.3
No Message
DCon17
283
283
Story1
B12
25
VIGA 40X25
4658.3
See ErrMsg
DCon17
283
283
Story1
B12
25
VIGA 40X25
4949.2
See ErrMsg
DCon9
283
337
Story1
B12
25
VIGA 40X25
5240
See ErrMsg
DCon9
283
435
Story
Label
UniqueName DesignSect
Story1
B10
23
Story1
B11
24
Story1
B11
Story1 Story1
AsMinTop AsTop mm2 mm2 283
Table 6.10 - Concrete Beam Design Summary - ACI 318-14 (Part 2 of 3) AsBotCombo
AsMinBot mm2
AsBot mm2
VCombo
VRebar TLngRebar TTrnRebar TLngCombo TTrnCombo mm2/m mm2 mm2/m
DCon13
141
141
DCon20
265.69
DCon1
323
DCon1
341.65
DCon13
133
133
DCon20
255.47
DCon1
323
DCon1
341.65
DCon5
128
128
DCon20
245.25
DCon1
323
DCon1
341.65
DCon5
128
128
DCon20
241.26
DCon22
0
DCon22
0
DCon5
119
119
DCon20
227.41
DCon22
0
DCon22
0
DCon5
103
103
DCon20
213.56
DCon22
0
DCon22
0
DCon5
103
103
DCon22
208.33
DCon22
0
DCon22
0
DCon1
73
73
DCon22
208.33
DCon22
0
DCon22
0
Page 67 of 78
Design Data
22/11/2019
Table 6.10 - Concrete Beam Design Summary - ACI 318-14 (Part 2 of 3, continued) AsBotCombo
AsMinBot mm2
AsBot mm2
VCombo
VRebar TLngRebar TTrnRebar TLngCombo TTrnCombo mm2/m mm2 mm2/m
DCon6
100
100
DCon22
208.33
DCon22
0
DCon22
0
DCon6
100
100
DCon22
208.33
DCon22
0
DCon22
0
DCon6
101
101
DCon20
220.52
DCon22
0
DCon22
0
DCon14
102
102
DCon20
234.38
DCon22
0
DCon22
0
DCon14
102
102
DCon3
0
DCon8
459
DCon8
485.98 485.98
DCon14
95
95
DCon3
0
DCon8
459
DCon8
DCon5
145
145
DCon3
0
DCon8
459
DCon8
485.98
DCon6
158
158
DCon1
0
DCon1
993
DCon1
1051.43
DCon13
92
92
DCon1
0
DCon1
993
DCon1
1051.43
DCon13
107
107
DCon1
0
DCon1
993
DCon1
1051.43
DCon13
107
107
DCon1
0
DCon1
530
DCon1
560.96
DCon5
119
119
DCon1
0
DCon1
530
DCon1
560.96
DCon5
130
130
DCon1
0
DCon1
530
DCon1
560.96
DCon5
130
130
DCon22
185.36
DCon22
0
DCon22
0
DCon1
102
102
DCon22
176.89
DCon22
0
DCon22
0
DCon6
130
130
DCon22
183.38
DCon22
0
DCon22
0
DCon6
130
130
DCon1
0
DCon1
463
DCon1
490.7
DCon6
118
118
DCon1
0
DCon1
463
DCon1
490.7
DCon14
105
105
DCon1
0
DCon1
463
DCon1
490.7
DCon14
105
105
DCon1
0
DCon1
1009
DCon1
1068.79
DCon14
89
89
DCon1
0
DCon1
1009
DCon1
1068.79
DCon5
161
161
DCon1
0
DCon1
1009
DCon1
1068.79
DCon6
162
162
DCon1
0
DCon1
1012
DCon1
1071.95
DCon13
88
88
DCon1
0
DCon1
1012
DCon1
1071.95
DCon13
105
105
DCon1
0
DCon1
1012
DCon1
1071.95
DCon13
105
105
DCon1
0
DCon1
464
DCon1
491.74
DCon5
118
118
DCon1
0
DCon1
464
DCon1
491.74
DCon5
130
130
DCon1
0
DCon1
464
DCon1
491.74
DCon5
130
130
DCon22
182.65
DCon22
0
DCon22
0
DCon1
103
103
DCon22
176.17
DCon22
0
DCon22
0
DCon6
131
131
DCon22
184.67
DCon22
0
DCon22
0
DCon6
131
131
DCon1
0
DCon1
531
DCon1
562.73
DCon6
119
119
DCon1
0
DCon1
531
DCon1
562.73
DCon14
106
106
DCon1
0
DCon1
531
DCon1
562.73
DCon14
106
106
DCon1
0
DCon1
995
DCon1
1053.73
DCon14
91
91
DCon1
0
DCon1
995
DCon1
1053.73
DCon5
158
158
DCon1
0
DCon1
995
DCon1
1053.73
DCon6
145
145
DCon3
0
DCon10
453
DCon10
480.05
DCon13
96
96
DCon3
0
DCon10
453
DCon10
480.05
DCon13
103
103
DCon3
0
DCon10
453
DCon10
480.05
DCon13
103
103
DCon20
235.6
DCon22
0
DCon22
0
DCon5
101
101
DCon20
221.83
DCon22
0
DCon22
0
DCon5
99
99
DCon20
208.33
DCon22
0
DCon22
0
DCon5
99
99
DCon22
208.33
DCon22
0
DCon22
0
DCon6
72
72
DCon22
208.33
DCon22
0
DCon22
0
DCon6
102
102
DCon22
208.33
DCon22
0
DCon22
0
DCon6
102
102
DCon20
214.81
DCon22
0
DCon22
0
DCon6
119
119
DCon20
228.57
DCon22
0
DCon22
0
DCon6
129
129
DCon20
242.34
DCon22
0
DCon22
0
Page 68 of 78
Design Data
22/11/2019
Table 6.10 - Concrete Beam Design Summary - ACI 318-14 (Part 2 of 3, continued) AsBotCombo
AsMinBot mm2
AsBot mm2
VCombo
VRebar TLngRebar TTrnRebar TLngCombo TTrnCombo mm2/m mm2 mm2/m
DCon6
129
129
DCon20
246.2
DCon1
319
DCon1
337.79
DCon14
134
134
DCon20
256.33
DCon1
319
DCon1
337.79
DCon14
143
143
DCon20
266.47
DCon1
319
DCon1
337.79
DCon17
283
283
DCon3
0
DCon1
422
DCon1
446.44
DCon17
283
283
DCon3
0
DCon1
422
DCon1
446.44
DCon15
283
283
DCon3
0
DCon1
422
DCon1
446.44
DCon15
283
283
DCon3
337.26
DCon1
380
DCon1
402.14
DCon7
283
283
DCon3
323.74
DCon1
380
DCon1
402.14
DCon7
261
261
DCon3
310.21
DCon1
380
DCon1
402.14
DCon7
261
261
DCon20
287.83
DCon22
0
DCon22
0
DCon7
205
205
DCon20
274.3
DCon22
0
DCon22
0
DCon7
144
144
DCon20
260.77
DCon22
0
DCon22
0
DCon7
144
144
DCon20
229.57
DCon22
0
DCon22
0
DCon7
138
138
DCon20
243.09
DCon22
0
DCon22
0
DCon8
155
155
DCon20
256.62
DCon22
0
DCon22
0
DCon8
155
155
DCon20
312.76
DCon22
0
DCon22
0
DCon16
156
156
DCon20
326.29
DCon22
0
DCon22
0
DCon16
174
174
DCon20
339.81
DCon22
0
DCon22
0
DCon16
174
174
DCon1
0
DCon1
620
DCon1
656.47
DCon16
171
171
DCon1
0
DCon1
620
DCon1
656.47
DCon7
280
280
DCon1
0
DCon1
620
DCon1
656.47
DCon8
206
206
DCon1
0
DCon1
622
DCon1
659.1
DCon15
171
171
DCon1
0
DCon1
622
DCon1
659.1
DCon15
179
179
DCon1
0
DCon1
622
DCon1
659.1
DCon15
179
179
DCon22
234.14
DCon22
0
DCon22
0
DCon7
181
181
DCon22
225.8
DCon22
0
DCon22
0
DCon7
185
185
DCon22
217.46
DCon22
0
DCon22
0
DCon7
185
185
DCon22
183.04
DCon22
0
DCon22
0
DCon7
152
152
DCon22
174.7
DCon22
0
DCon22
0
DCon1
122
122
DCon22
166.36
DCon22
0
DCon22
0
DCon1
122
122
DCon22
208.33
DCon22
0
DCon22
0
DCon8
142
142
DCon22
208.33
DCon22
0
DCon22
0
DCon8
162
162
DCon22
208.33
DCon22
0
DCon22
0
DCon8
162
162
DCon22
215.75
DCon1
376
DCon1
398.31
DCon8
164
164
DCon22
224.09
DCon1
376
DCon1
398.31
DCon16
171
171
DCon22
232.43
DCon1
376
DCon1
398.31
DCon16
171
171
DCon3
0
DCon1
419
DCon1
443.31
DCon16
179
179
DCon3
0
DCon1
419
DCon1
443.31
DCon7
197
197
DCon3
0
DCon1
419
DCon1
443.31
DCon4
171
171
DCon3
0
DCon9
446
DCon9
472.09
DCon11
132
132
DCon3
0
DCon9
446
DCon9
472.09
DCon11
133
133
DCon3
0
DCon9
446
DCon9
472.09
DCon11
133
133
DCon20
255.97
DCon22
0
DCon22
0
DCon3
121
121
DCon20
242.2
DCon22
0
DCon22
0
DCon3
111
111
DCon20
228.44
DCon22
0
DCon22
0
DCon3
111
111
DCon22
208.33
DCon22
0
DCon22
0
DCon4
85
85
DCon22
208.33
DCon22
0
DCon22
0
DCon4
117
117
DCon20
211.26
DCon22
0
DCon22
0
DCon4
117
117
DCon20
235.23
DCon22
0
DCon22
0
Page 69 of 78
Design Data
22/11/2019
Table 6.10 - Concrete Beam Design Summary - ACI 318-14 (Part 2 of 3, continued) AsBotCombo
AsMinBot mm2
AsBot mm2
VCombo
VRebar TLngRebar TTrnRebar TLngCombo TTrnCombo mm2/m mm2 mm2/m
DCon4
146
146
DCon20
249
DCon22
0
DCon22
DCon4
168
168
DCon20
262.76
DCon22
0
DCon22
0
DCon4
168
168
DCon20
266.61
DCon1
325
DCon1
344.37
DCon12
178
178
DCon20
276.74
DCon1
325
DCon1
344.37
DCon12
196
196
DCon20
286.88
DCon1
325
DCon1
344.37
DCon4
185
185
DCon1
0
DCon1
1007
DCon1
1066.76
DCon11
127
127
DCon1
0
DCon1
1007
DCon1
1066.76
DCon11
137
137
DCon1
0
DCon1
1007
DCon1
1066.76
DCon11
137
137
DCon1
0
DCon1
459
DCon1
485.77
DCon3
140
140
DCon1
0
DCon1
459
DCon1
485.77
DCon3
141
141
DCon1
0
DCon1
459
DCon1
485.77
DCon3
141
141
DCon22
191.78
DCon22
0
DCon22
0
DCon1
103
103
DCon22
185.3
DCon22
0
DCon22
0
DCon4
142
142
DCon22
193.8
DCon22
0
DCon22
0
DCon4
142
142
DCon1
0
DCon1
539
DCon1
570.63
DCon4
141
141
DCon1
0
DCon1
539
DCon1
570.63
DCon12
139
139
DCon1
0
DCon1
539
DCon1
570.63
DCon12
139
139
DCon1
0
DCon1
1004
DCon1
1062.86
DCon12
131
131
DCon1
0
DCon1
1004
DCon1
1062.86
DCon3
181
181
DCon1
0
DCon1
1004
DCon1
1062.86
0
DCon4
181
181
DCon1
0
DCon1
1002
DCon1
1060.53
DCon11
132
132
DCon1
0
DCon1
1002
DCon1
1060.53
DCon11
140
140
DCon1
0
DCon1
1002
DCon1
1060.53
DCon11
140
140
DCon1
0
DCon1
537
DCon1
568.83
DCon3
141
141
DCon1
0
DCon1
537
DCon1
568.83
DCon3
141
141
DCon1
0
DCon1
537
DCon1
568.83
DCon3
141
141
DCon22
194.59
DCon22
0
DCon22
0
DCon1
102
102
DCon22
186.12
DCon22
0
DCon22
0
DCon4
140
140
DCon22
192.62
DCon22
0
DCon22
0
DCon4
140
140
DCon1
0
DCon1
458
DCon1
484.75 484.75
DCon4
139
139
DCon1
0
DCon1
458
DCon1
DCon12
138
138
DCon1
0
DCon1
458
DCon1
484.75
DCon12
138
138
DCon1
0
DCon1
1004
DCon1
1063.61
DCon12
129
129
DCon1
0
DCon1
1004
DCon1
1063.61
DCon3
185
185
DCon1
0
DCon1
1004
DCon1
1063.61
DCon11
194
194
DCon4
285.92
DCon1
329
DCon1
348.28
DCon11
177
177
DCon4
275.7
DCon1
329
DCon1
348.28
DCon3
167
167
DCon4
265.48
DCon1
329
DCon1
348.28
DCon3
167
167
DCon20
261.5
DCon22
0
DCon22
0
DCon3
146
146
DCon20
247.65
DCon22
0
DCon22
0
DCon3
118
118
DCon20
233.8
DCon22
0
DCon22
0
DCon3
118
118
DCon20
209.43
DCon22
0
DCon22
0
DCon3
85
85
DCon22
208.33
DCon22
0
DCon22
0
DCon4
112
112
DCon22
208.33
DCon22
0
DCon22
0
DCon4
112
112
DCon20
226.87
DCon22
0
DCon22
0 0
DCon4
121
121
DCon20
240.72
DCon22
0
DCon22
DCon12
132
132
DCon20
254.57
DCon22
0
DCon22
0
DCon12
132
132
DCon3
0
DCon7
451
DCon7
478.01
DCon12
131
131
DCon3
0
DCon7
451
DCon7
478.01
Page 70 of 78
Design Data
22/11/2019
Table 6.10 - Concrete Beam Design Summary - ACI 318-14 (Part 2 of 3, continued) AsBotCombo
AsMinBot mm2
AsBot mm2
VCombo
VRebar TLngRebar TTrnRebar TLngCombo TTrnCombo mm2/m mm2 mm2/m
DCon3
171
171
DCon3
0
DCon7
451
DCon7
478.01
DCon10
206
206
DCon1
0
DCon1
623
DCon1
659.25
DCon17
172
172
DCon1
0
DCon1
623
DCon1
659.25
DCon17
179
179
DCon1
0
DCon1
623
DCon1
659.25
DCon17
179
179
DCon22
234.2
DCon22
0
DCon22
0
DCon9
181
181
DCon22
225.86
DCon22
0
DCon22
0
DCon9
185
185
DCon22
217.52
DCon22
0
DCon22
0
DCon9
185
185
DCon22
183.09
DCon22
0
DCon22
0
DCon9
152
152
DCon22
174.75
DCon22
0
DCon22
0
DCon1
122
122
DCon22
166.41
DCon22
0
DCon22
0
DCon1
122
122
DCon22
208.33
DCon22
0
DCon22
0
DCon10
142
142
DCon22
208.33
DCon22
0
DCon22
0
DCon10
162
162
DCon22
208.33
DCon22
0
DCon22
0
DCon10
162
162
DCon22
215.8
DCon1
376
DCon1
398.12
DCon10
164
164
DCon22
224.14
DCon1
376
DCon1
398.12
DCon18
172
172
DCon22
232.48
DCon1
376
DCon1
398.12
DCon18
171
171
DCon3
0
DCon1
419
DCon1
443.23
DCon18
179
179
DCon3
0
DCon1
419
DCon1
443.23
DCon9
196
196
DCon3
0
DCon1
419
DCon1
443.23
DCon17
283
283
DCon3
0
DCon1
422
DCon1
446.42
DCon17
283
283
DCon3
0
DCon1
422
DCon1
446.42
DCon17
283
283
DCon3
0
DCon1
422
DCon1
446.42
DCon17
283
283
DCon3
0
DCon1
380
DCon1
402
DCon9
283
283
DCon3
0
DCon1
380
DCon1
402
DCon9
261
261
DCon3
0
DCon1
380
DCon1
402
DCon9
261
261
DCon20
287.88
DCon22
0
DCon22
0
DCon9
206
206
DCon20
274.36
DCon22
0
DCon22
0
DCon9
144
144
DCon20
260.83
DCon22
0
DCon22
0
DCon9
144
144
DCon20
229.65
DCon22
0
DCon22
0
DCon9
138
138
DCon20
243.18
DCon22
0
DCon22
0
DCon10
155
155
DCon20
256.71
DCon22
0
DCon22
0
DCon10
155
155
DCon20
312.85
DCon22
0
DCon22
0
DCon18
156
156
DCon20
326.37
DCon22
0
DCon22
0
DCon18
174
174
DCon20
339.9
DCon22
0
DCon22
0
DCon18
174
174
DCon1
0
DCon1
620
DCon1
656.55
DCon18
171
171
DCon1
0
DCon1
620
DCon1
656.55
DCon9
281
281
DCon1
0
DCon1
620
DCon1
656.55
Table 6.10 - Concrete Beam Design Summary - ACI 318-14 (Part 3 of 3) ErrMsg No Message No Message No Message No Message No Message No Message No Message No Message No Message
Page 71 of 78
Design Data
22/11/2019
Table 6.10 - Concrete Beam Design Summary - ACI 318-14 (Part 3 of 3, continued) ErrMsg No Message No Message No Message Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed No Message No Message No Message Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed No Message No Message No Message
Page 72 of 78
Design Data
22/11/2019
Table 6.10 - Concrete Beam Design Summary - ACI 318-14 (Part 3 of 3, continued) ErrMsg Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed No Message No Message No Message No Message No Message No Message No Message No Message No Message No Message No Message No Message Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed No Message No Message No Message No Message No Message No Message No Message No Message No Message
Page 73 of 78
Design Data
22/11/2019
Table 6.10 - Concrete Beam Design Summary - ACI 318-14 (Part 3 of 3, continued) ErrMsg Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed No Message No Message No Message No Message No Message No Message No Message No Message No Message No Message No Message No Message Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed No Message No Message No Message No Message No Message No Message No Message No Message No Message No Message No Message No Message Shear stress due to shear force and torsion together exceeds maximum allowed
Page 74 of 78
Design Data
22/11/2019
Table 6.10 - Concrete Beam Design Summary - ACI 318-14 (Part 3 of 3, continued) ErrMsg Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed No Message No Message No Message Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed No Message No Message No Message Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed
Page 75 of 78
Design Data
22/11/2019
Table 6.10 - Concrete Beam Design Summary - ACI 318-14 (Part 3 of 3, continued) ErrMsg Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed No Message No Message No Message No Message No Message No Message No Message No Message No Message Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed No Message No Message No Message No Message No Message No Message No Message No Message No Message No Message No Message No Message Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed
Page 76 of 78
Design Data
22/11/2019
Table 6.10 - Concrete Beam Design Summary - ACI 318-14 (Part 3 of 3, continued) ErrMsg Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed No Message No Message No Message No Message No Message No Message No Message No Message No Message Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed Shear stress due to shear force and torsion together exceeds maximum allowed
Table 6.11 - Concrete Joint Design Summary - ACI 318-14 (Part 1 of 2) Story
Label
UniqueName DesignSect
Status
BCMajCombo BCMajRatio BCMinCombo
Story1
C1
1
COLUMNA L
No Message
DCon16
0.368
DCon16
Story1
C2
2
COLUMNA L
No Message
DCon17
0.265
DCon17
Story1
C3
3
COLUMNA L
No Message
DCon15
0.394
DCon15
Story1
C4
4
COLUMNA L
No Message
DCon18
0.303
DCon18
Story1
C5
5
COLUMNA T
No Message
Story1
C6
6
COLUMNA T
No Message
Story1
C7
7
COLUMNA T
No Message
Story1
C8
8
COLUMNA T
No Message
Story1
C9
9
COLUMNA T
No Message
Story1
C10
11
COLUMNA T
No Message
Story1
C11
12
COLUMNA T
No Message
Story1
C12
13
COLUMNA T
No Message
Table 6.11 - Concrete Joint Design Summary - ACI 318-14 (Part 2 of 2) BCMinRatio JSMajCombo JSMajRatio JSMinCombo JSMinRatio
WarnMsg
ErrMsg
0.304
DCon3
0.162
DCon3
0.132
No Message No Message
0.394
DCon3
0.114
DCon3
0.173
No Message No Message
0.263
DCon3
0.173
DCon3
0.114
No Message No Message
0.368
DCon3
0.132
DCon3
0.162
No Message No Message No Message No Message No Message No Message No Message No Message No Message No Message No Message No Message No Message No Message No Message No Message
Page 77 of 78
Design Data
22/11/2019
Table 6.11 - Concrete Joint Design Summary - ACI 318-14 (Part 2 of 2, continued) BCMinRatio JSMajCombo JSMajRatio JSMinCombo JSMinRatio
WarnMsg
ErrMsg
No Message No Message
Page 78 of 78
