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Project Report
Model File: 232, Revision 0
02/01/2014
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Table of Contents
1. Structure Data 4
1.1 Story Data 4
1.2 Grid Data 4
1.3 Point Coordinates 4
1.4 Line Connectivity 4
1.5 Mass 5
2. Properties 6
2.1 Materials 6
2.2 Frame Sections 6
3. Assignments 7
3.1 Joint Assignments 73.2 Frame Assignments 7
4. Loads 8
4.1 Load Patterns 8
4.2 Applied Loads 8
4.2.1 Line Loads 8
4.3 Load Cases 8
4.4 Load Combinations 8
5. Analysis Results 9
5.1 Structure Results 9
5.2 Story Results 9
5.3 Point Results 9
5.4 Modal Results 9
6. Design Data 12
6.1 Concrete Frame Design 12
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List of Tables
Table 1.1 Story Data 4
Table 1.2 Grid Systems 4
Table 1.3 Grid Lines 4Table 1.4 Joint Coordinates Data 4
Table 1.5 Column Connectivity Data 4
Table 1.6 Beam Connectivity Data 4
Table 1.7 Mass Source 5
Table 1.8 Mass Summary by Story 5
Table 2.1 Material Properties - Summary 6
Table 2.2 Frame Sections - Summary 6
Table 3.1 Joint Assignments - Summary 7
Table 3.2 Frame Assignments - Summary 7
Table 4.1 Load Patterns 8
Table 4.2 Frame Loads - Distributed 8
Table 4.3 Load Cases - Summary 8
Table 4.4 Load Combinations 8
Table 5.1 Base Reactions 9
Table 5.2 Story Forces 9
Table 5.3 Joint Reactions 9
Table 5.4 Modal Periods and Frequencies 10
Table 5.5 Modal Participating Mass Ratios 10
Table 5.6 Modal Load Participation Ratios 10
Table 5.7 Modal Direction Factors 10
Table 6.1 Concrete Frame Preferences - ACI 318-11 12
Table 6.2 Concrete Column Overwrites - ACI 318-11 12
Table 6.3 Concrete Beam Overwrites - ACI 318-11 12
Table 6.4 Concrete Column PMM Envelope 12
Table 6.5 Concrete Column Shear Envelope 13
Table 6.6 Concrete Beam Flexure Envelope 13
Table 6.7 Concrete Beam Shear Envelope 13
Table 6.8 Concrete Joint Envelope 14
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Structure Data 02/01/2014
Page 4 of 14
1 Structure Data
This chapter provides model geometry information, including items such as story levels, point coordinates, and
element connectivity.
1.1 Story Data
Table 1.1 - Story Data
NameHeight
mm
Elevation
mm
Master
StorySimilar To
Splice
Story
Story1 4000 4000 No None No
Base 0 0 No None No
1.2 Grid Data
Table 1.2 - Grid Systems
Name TypeStory
Range
X Origin
m
Y Origin
m
Rotation
deg
Bubble
Size
mm
Color
G1 Cartesian Default 0 0 0 1524 ffa0a0a0
Table 1.3 - Grid Lines
Grid
System
Grid
DirectionGrid ID Visible
Bubble
Location
Ordinate
m
G1 X A Yes End 0
G1 X B Yes End 5
G1 Y 1 Yes Start 0
G1 Y 2 Yes Start 3
1.3 Point Coordinates
Table 1.4 - Joint Coordinates Data
LabelX
mm
Y
mm
Z Below
mm
1 0 3000 0
2 0 0 0
3 5000 0 0
4 5000 3000 0
1.4 Line Connectivity
Table 1.5 - Column Connectivity Data
Column
I-End
Point
J-End
Point
I-End
Story
C1 1 1 Below
C2 2 2 Below
C3 3 3 Below
C4 4 4 Below
Table 1.6 - Beam Connectivity Data
BeamI-End
Point
J-End
Point
Curve
Type
B1 1 4 None
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Structure Data 02/01/2014
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BeamI-End
Point
J-End
Point
Curve
Type
B2 3 4 None
B3 2 1 None
B4 2 3 None
1.5 Mass
Table 1.7 - Mass Source
Include
Elements
Include
Added
Mass
Include
Loads
Lateral
Only
Lump at
Stories
Yes Yes No Yes Yes
Table 1.8 - Mass Summary by Story
StoryUX
kg
UY
kg
UZ
kg
Story1 13508.12 13508.12 0
Base 4018.04 4018.04 0
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Properties 02/01/2014
Page 6 of 14
2 Properties
This chapter provides property information for materials, frame sections, shell sections, and links.
2.1 Materials
Table 2.1 - Material Properties - Summary
Name TypeE
kgf/mm
Unit
Weight
kgf/m
Design Strengths
4000Psi Concrete 2534.56 0.2 2402.77 Fc=2.81 kgf/mm
A615Gr60 Rebar 20389.02 0.3 7849.05Fy=42.18 kgf/mm,
Fu=63.28 kgf/mm
2.2 Frame Sections
Table 2.2 - Frame Sections - Summary
Name Material Shape
ConcBm 4000Psi
Concrete
Rectangular
ConcCol 4000PsiConcrete
Rectangular
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Loads 02/01/2014
Page 8 of 14
4 Loads
This chapter provides loading information as applied to the model.
4.1 Load Patterns
Table 4.1 - Load Patterns
Name Type
Self
Weight
Multiplier
Dead Dead 1
Live Live 0
4.2 Applied Loads
4.2.1 Line Loads
Table 4.2 - Frame Loads - Distributed
Story Label UniqueName
DesignType
LoadPattern
LoadType
Direction
Relative
Distance
Start
Relative
Distance
End
Absolute
DistanceStart
mm
Absolute
DistanceEnd
mm
Force at
Start
tonf/m
Force at
End
tonf/m
Story1 B1 7 Beam Dead Force Gravity 0 1 0 5000 4 4
Story1 B2 8 Beam Dead Force Gravity 0 1 0 3000 2 2
Story1 B3 9 Beam Dead Force Gravity 0 1 0 3000 2 2
Story1 B4 10 Beam Dead Force Gravity 0 1 0 5000 4 4
4.3 Load Cases
Table 4.3 - Load Cases - Summary
Name Type
Dead Linear Static
Live Linear Static
4.4 Load Combinations
Table 4.4 - Load Combinations
Name
Load
Case/Com
bo
Scale
FactorType Auto
DCon1 Dead 1.4 Linear Add Yes
DCon2 Dead 1.2 Linear Add Yes
DCon2 Live 1.6 No
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Analysis Results 02/01/2014
Page 9 of 14
5 Analysis Results
This chapter provides analysis results.
5.1 Structure Results
Table 5.1 - Base Reactions
Load
Case/Com
bo
FX
tonf
FY
tonf
FZ
tonf
MX
tonf-m
MY
tonf-m
MZ
tonf-m
X
m
Y
m
Z
m
Dead 0 0 70.7509 106.1263 -176.8772 0 0 0 0
Live 0 0 0 0 0 0 0 0 0
DCon1 0 0 99.0512 148.5768 -247.628 0 0 0 0
DCon2 0 0 84.901 127.3516 -212.2526 0 0 0 0
5.2 Story Results
Table 5.2 - Story Forces
Story
Load
Case/Combo
Location Ptonf
VXtonf
VYtonf
Ttonf-m
MXtonf-m
MYtonf-m
Story1 DCon1 Top 87.8007 0 0 0 131.701 -219.5017
Story1 DCon1 Bottom 99.0512 0 0 0 148.5768 -247.628
Story1 DCon2 Top 75.2577 0 0 0 112.8866 -188.1443
Story1 DCon2 Bottom 84.901 0 0 0 127.3516 -212.2526
Story1 Dead Top 62.7148 0 0 0 94.0722 -156.787
Story1 Dead Bottom 70.7509 0 0 0 106.1263 -176.8772
Story1 Live Top 0 0 0 0 0 0
Story1 Live Bottom 0 0 0 0 0 0
5.3 Point Results
Table 5.3 - Joint Reactions
StoryJoint
Label
Load
Case/Com
bo
FX
tonf
FY
tonf
FZ
tonf
MX
tonf-m
MY
tonf-m
MZ
tonf-m
Base 1 Dead 1.8236 -0.2827 17.6877 0.3692 2.3782 0
Base 1 Live 0 0 0 0 0 0
Base 1 DCon1 2.553 -0.3958 24.7628 0.5168 3.3295 0
Base 1 DCon2 2.1883 -0.3393 21.2253 0.443 2.8539 0
Base 2 Dead 1.8236 0.2827 17.6877 -0.3692 2.3782 0
Base 2 Live 0 0 0 0 0 0
Base 2 DCon1 2.553 0.3958 24.7628 -0.5168 3.3295 0
Base 2 DCon2 2.1883 0.3393 21.2253 -0.443 2.8539 0
Base 3 Dead -1.8236 0.2827 17.6877 -0.3692 -2.3782 0
Base 3 Live 0 0 0 0 0 0
Base 3 DCon1 -2.553 0.3958 24.7628 -0.5168 -3.3295 0
Base 3 DCon2 -2.1883 0.3393 21.2253 -0.443 -2.8539 0
Base 4 Dead -1.8236 -0.2827 17.6877 0.3692 -2.3782 0
Base 4 Live 0 0 0 0 0 0
Base 4 DCon1 -2.553 -0.3958 24.7628 0.5168 -3.3295 0
Base 4 DCon2 -2.1883 -0.3393 21.2253 0.443 -2.8539 0
5.4 Modal Results
Table 5.4 - Modal Periods and Frequencies
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Design Data 02/01/2014
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6 Design Data
This chapter provides design data and results.
6.1 Concrete Frame Design
Table 6.1 - Concrete Frame Preferences - ACI 318-11
Item Value
Multi-Response
Design
Step-by-
Step - All
Seismic Design
CategoryD
# Interaction
Curves24
# Interaction
Points11
Minimum
EccentricityYes
Phi (Tension) 0.9
Phi
(Compression
Tied)
0.65
Phi
(Compresseion
Spiral)
0.75
Phi (Shear and
Torsion)0.85
Phi (Shear
Seismic)0.6
Phi (Shear Joint) 0.85
Pattern Live
Load Factor0.75
D/C Ratio Limit 1
Table 6.2 - Concrete Column Overwrites - ACI 318-11 (Part 1 of 2)
Story LabelUnique
Name
Design
Type
Design
SectionLLRF LMajor LMinor KMajor KMinor
CmMajo
r
CmMino
r
DnsMajo
r
Story1 C1 1 ColumnProgram
Determined1 0.8476 0.8476 1 1 1 1 1
Story1 C2 2 ColumnProgram
Determined1 0.8476 0.8476 1 1 1 1 1
Story1 C3 3 ColumnProgram
Determined1 0.8476 0.8476 1 1 1 1 1
Story1 C4 4 ColumnProgram
Determined1 0.8476 0.8476 1 1 1 1 1
Table 6.2 - Concrete Column Overwrites - ACI 318-11 (Part 2 of 2)
Story LabelUnique
NameDnsMinor DsMajor DsMinor
Story1 C1 1 1 1 1
Story1 C2 2 1 1 1
Story1 C3 3 1 1 1
Story1 C4 4 1 1 1
Table 6.3 - Concrete Beam Overwrites - ACI 318-11
Story LabelUnique
Name
Design
Type
Design
SectionLLRF LMajor LMinor
Story1 B1 7 BeamProgram
Determined1 0.90856 0.90856
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Design Data 02/01/2014
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Story LabelUnique
Name
Design
Type
Design
SectionLLRF LMajor LMinor
Story1 B2 8 BeamProgram
Determined1 0.8476 0.8476
Story1 B3 9 BeamProgram
Determined1 0.8476 0.8476
Story1 B4 10 BeamProgram
Determined1 0.90856 0.90856
Table 6.4 - Concrete Column PMM Envelope
Label Story Section LocationP
tonf
M Major
tonf-m
M Minor
tonf-m
PMM
Combo
PMM
Ratio or
Rebar %
C1 Story1 ConcCol Top 22.3788 5.3262 -0.8251 DCon1 1 %
C1 Story1 ConcCol Bottom 24.7628 -3.3295 0.5168 DCon1 1 %
C2 Story1 ConcCol Top 22.3788 5.3262 0.8251 DCon1 1 %
C2 Story1 ConcCol Bottom 24.7628 -3.3295 -0.5168 DCon1 1 %
C3 Story1 ConcCol Top 22.3788 -5.3262 0.8251 DCon1 1 %
C3 Story1 ConcCol Bottom 24.7628 3.3295 -0.5168 DCon1 1 %
C4 Story1 ConcCol Top 22.3788 -5.3262 -0.8251 DCon1 1 %
C4 Story1 ConcCol Bottom 24.7628 3.3295 0.5168 DCon1 1 %
Table 6.5 - Concrete Column Shear Envelope
Label Story Section LocationV Major
tonf
Major
Combo
At Major
mm/m
V Minor
tonf
Minor
Combo
At Minor
mm/m
C1 Story1 ConcCol Top 2.553 0 0.3958 0
C1 Story1 ConcCol Bottom 2.553 0 0.3958 0
C2 Story1 ConcCol Top 2.553 0 0.3958 0
C2 Story1 ConcCol Bottom 2.553 0 0.3958 0
C3 Story1 ConcCol Top 2.553 0 0.3958 0
C3 Story1 ConcCol Bottom 2.553 0 0.3958 0
C4 Story1 ConcCol Top 2.553 0 0.3958 0
C4 Story1 ConcCol Bottom 2.553 0 0.3958 0
Table 6.6 - Concrete Beam Flexure Envelope
Label Story Section Location
(-)
Moment
tonf-m
(-) ComboAs Top
mm
(+)
Moment
tonf-m
(+)
Combo
As Bot
mm
B1 Story1 ConcBm End-I -3.3171 DCon1 215 4.0611 DCon1 263
B1 Story1 ConcBm Middle -0.8293 DCon1 53 13.5473 DCon1 832
B1 Story1 ConcBm End-J -3.3171 DCon1 215 4.0611 DCon1 263
B2 Story1 ConcBm End-I -0.0294 DCon1 2 2.0509 DCon1 132
B2 Story1 ConcBm Middle -0.0294 DCon1 2 3.0175 DCon1 195
B2 Story1 ConcBm End-J -0.0294 DCon1 2 2.0509 DCon1 132
B3 Story1 ConcBm End-I -0.0294 DCon1 2 2.0509 DCon1 132
B3 Story1 ConcBm Middle -0.0294 DCon1 2 3.0175 DCon1 195
B3 Story1 ConcBm End-J -0.0294 DCon1 2 2.0509 DCon1 132
B4 Story1 ConcBm End-I -3.3171 DCon1 215 4.0611 DCon1 263
B4 Story1 ConcBm Middle -0.8293 DCon1 53 13.5473 DCon1 832
B4 Story1 ConcBm End-J -3.3171 DCon1 215 4.0611 DCon1 263
Table 6.7 - Concrete Beam Shear Envelope
Label Story Section LocationV
tonf
V
Combo
At
mm/m
T for At
tonf-m
T
Combo
At
At
Torsion
mm/m
T for As
tonf-m
T
Combo
As
As
Torsion
mm
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