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UptownBldg A _5th
Uptown_bldg A_5th_r2.cpt12/11/2015
RAM Concept © 2011 Bentley Systems, Inc.RAM Concept™ is a trademark of Bentley Systems
4.1.2
12/11/15
Geometry Units
Plan Dimensions: feet Slab Thickness: inches Support Dimensions: inches
Angles: degrees Elevations: inches Support Height: feet
Loading and Reaction Unit
Point Force: Kips Line Force: kips/ft Area Force: psf
- Report As Zero: 0 Kips - Report As Zero: 0 kips/ft - Report As Zero: 0 psf
Point Moment: kip-ft Line Moment: Kips Area Moment: #/foot
- Report As Zero: 0 kip-ft - Report As Zero: 0 Kips - Report As Zero: 0 #/foot
Spring and Stiffness Unit
Point Force Spring: kips/in Line Force Spring: ksi Area Force Spring: pci
Point Moment Spring: k-ft/º Line Moment Spring: k/º Area Moment Spring: k/ftº
Slab Analysis Units
Force: Kips Moment: kip-ft Concrete Stress: psi
- Report As Zero: 0 Kips - Report As Zero: 0 kip-ft - Report As Zero: 0 psi
Force Per Width: kips/ft Moment Per Width: Kips Deflection: inches
- Report As Zero: 0 kips/ft - Report As Zero: 0 Kips - Report As Zero: 0 inches
Materials Units
Concrete Volume: cu. yds Reinforcing Area: sq. in. PT Force: Kips
Reinforcement Weight: tons Tendon Profile: inches Reinforcing Stress: ksi
PT Weight: pounds Cover: inches
Miscellaneous Unit
Floor Area: sq. ft. Density: pcf Elongations: inches
Tendon Angles (for friction): radians
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Units
Units - 2
Positive Loads
Positive Analysis
Positive Reactions
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Signs
Signs - 3
Concrete MixMix Name
Density (pcf)
Density ForLoads (pcf)
f'ci(psi)
f'c(psi)
fcui(psi)
fcu(psi)
Poissons Ratio Ec Calc
User Eci(psi)
User Ec(psi)
3000 psi 150 150 3000 3000 3725 3725 0.2 Code 2500000 3000000
4000 psi 150 150 3000 4000 3725 4975 0.2 Code 2500000 3000000
5000 psi 150 150 3000 5000 3725 6399 0.2 Code 2500000 3000000
6000 psi 150 150 3000 6000 3725 7450 0.2 Code 2500000 3000000
7000 psi 150 150 3000 7000 3725 8450 0.2 Code 2500000 3000000
8000 psi 150 150 3000 8000 3725 9754 0.2 Code 2500000 3000000
PT SystemsSystem Name Type
Aps(sq. in.)
Eps(ksi)
fse(ksi)
fpy(ksi)
fpu(ksi)
Duct Width(inches)
StrandsPer Duct
Min Radius(feet)
½" Unbonded unbonded 0.153 28000 177 243 270 0.5 1 6
½" Bonded bonded 0.153 28000 160 243 270 3 4 6
0.6" Unbonded unbonded 0.217 28000 175 243 270 0.6 1 8
0.6" Bonded bonded 0.217 28000 160 243 270 4 4 8
PT Stressing ParametersSystem Name
Jacking Stress(ksi)
Seating Loss(inches)
Anchor Friction
Wobble Friction(1/feet)
Angular Friction(1/radians)
Long-Term Losses(ksi)
½" Unbonded 216 0.25 0 0.0014 0.07 22
½" Bonded 216 0.25 0.02 0.001 0.2 22
0.6" Unbonded 216 0.25 0 0.0014 0.07 22
0.6" Bonded 216 0.25 0.02 0.001 0.2 22
Reinforcing BarsBar Name
As(sq. in.)
Es(ksi)
Fy(ksi) Coating
StraightLd/Db
90 HookLd/Db
180 HookLd/Db
#3 0.11 29000 60 None Code Code Code
#4 0.2 29000 60 None Code Code Code
#5 0.31 29000 60 None Code Code Code
#6 0.44 29000 60 None Code Code Code
#7 0.6 29000 60 None Code Code Code
#8 0.79 29000 60 None Code Code Code
#9 1 29000 60 None Code Code Code
#10 1.27 29000 60 None Code Code Code
#11 1.56 29000 60 None Code Code Code
SSR Systems
SSR System NameStud Area(sq. in.)
Head Area(sq. in.)
Min Clear HeadSpacing (inches)
Specified StudSpacing (inches)
Fy(ksi)
Stud Spacing RoundingIncrement (inches)
Min StudsPer Rail
SystemType
3/8" SSR 0.11 1.11 0.5 None 50 0.25 2 Rail
1/2" SSR 0.196 1.96 0.5 None 50 0.25 2 Rail
5/8" SSR 0.307 3.07 0.5 None 50 0.25 2 Rail
3/4" SSR 0.442 4.42 0.5 None 50 0.25 2 Rail
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Materials
Materials - 4
Loading Name Type Analysis On-Pattern Factor Off-Pattern FactorSelf-Dead Loading Self-Weight Normal 1 1
Balance Loading Balance Normal 1 1
Hyperstatic Loading Hyperstatic Hyperstatic 1 1
Temporary Construction (At Stressing) Loading Stressing Dead Normal 1 1
Other Dead Loading Dead Normal 1 1
Live (Reducible) Loading Live (Reducible) Normal 1 0
Live (Unreducible) Loading Live (Unreducible) Normal 1 0
Live (Storage) Loading Live (Storage) Normal 1 0
Live (Roof) Loading Live (Roof) Normal 1 0
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Loadings
Loadings - 5
Dead + Balance LCActive Design Criteria: <none>Analysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1 1
Balance Loading 1 1
Other Dead Loading 1 1
Initial Service LCActive Design Criteria: <none>Analysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1 1
Balance Loading 1.13 1.13
Temporary Construction (At Stressing) Loading 1 1
Service LC: D + (1.0 | 0.0) LActive Design Criteria: User Minimum Design, Code Minimum Design, Service DesignAnalysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1 1
Balance Loading 1 1
Other Dead Loading 1 1
Live (Reducible) Loading 1 0
Live (Unreducible) Loading 1 0
Live (Storage) Loading 1 0
Live (Roof) Loading 1 0
Sustained Service LCActive Design Criteria: Sustained Service DesignAnalysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1 1
Balance Loading 1 1
Other Dead Loading 1 1
Live (Reducible) Loading 0.5 0.5
Live (Unreducible) Loading 0.5 0.5
Live (Storage) Loading 1 1
Live (Roof) Loading 0.5 0.5
Factored LC: 1.4DActive Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility DesignAnalysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1.4 0.9
Hyperstatic Loading 1 1
Other Dead Loading 1.4 0.9
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Load Combinations
Load Combinations - 6
Factored LC: 1.2D + 1.6L + 0.5LrActive Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility DesignAnalysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1.2 0.9
Hyperstatic Loading 1 1
Other Dead Loading 1.2 0.9
Live (Reducible) Loading 1.6 0
Live (Unreducible) Loading 1.6 0
Live (Storage) Loading 1.6 0
Live (Roof) Loading 0.5 0
Factored LC: 1.2D + f1L + 1.6LrActive Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility DesignAnalysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1.2 0.9
Hyperstatic Loading 1 1
Other Dead Loading 1.2 0.9
Live (Reducible) Loading 0.5 0
Live (Unreducible) Loading 1 0
Live (Storage) Loading 1 0
Live (Roof) Loading 1.6 0
LT Uncracked Deflection LCActive Design Criteria: <none>Analysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 3 3
Balance Loading 3 3
Other Dead Loading 3 3
Live (Reducible) Loading 2.18 2.18
Live (Unreducible) Loading 2.18 2.18
Live (Storage) Loading 3.35 3.35
Live (Roof) Loading 2.18 2.18
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Load Combinations (2)
Load Combinations - 7
Code Minimum Desig318-05 Min. Reinforcement
User Minimum DesigSpecified Min. Reinforcement
Service Design318-05 Service Design
Include detailed section analysis
Sustained Service Design318-05 Sustained Service Design
Strength Design318-05 Strength Design
Punching Shear Design
Ductility Design318-05 Ductility Design
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Design Rules
Design Rules - 8
Load History Step Name Load CombinationDuration (days)
Total Age(days)
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Load History
Load History - 9
Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Point Supports; Point Support Icons; Line Supports; Line Support Icons; Slab Elements; Point Springs; Point Spring Icons; Line Springs; Line Spring Icons; Area Springs; Area Spring Icons; User Notes; User Lines; Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1:210
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Element: Standard Plan
Element: Standard Plan - 10
t=85000 psi
t=85000 psi
t=75000 psi
t=75000 psi
t=75000 psi
t=85000 psi
t=75000 psi
t=85000 psi
t=75000 psi
t=75000 psi
t=75000 psi
t=75000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=75000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=75000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=75000 psi
t=75000 psi
t=75000 psi
t=75000 psi
t=75000 psi
t=75000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=75000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psit=8
5000 psi
t=85000 psi
t=85000 psi
t=75000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=75000 psi
t=75000 psi
t=85000 psi
t=75000 psi
t=75000 psi
t=75000 psi
t=75000 psi
t=75000 psi
t=75000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=75000 psi
t=75000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=75000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=75000 psi
t=75000 psi
Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Thicknesses; Slab Element Concrete Models; Slab Element Outline Only; Point Springs; Point Spring Icons; Line Springs; Line Spring Icons; User Notes; Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1:210
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Element: Slab Summary Plan
Element: Slab Summary Plan - 11
t=10h=9
t=10h=9
t=10h=9
t=10h=9
t=10h=9
t=10h=9
t=10h=9
t=10h=9
t=10h=9
t=10h=9
t=10h=9
t=10h=9
t=10h=9
b=24d=12h=9
5000 psi
b=12d=24h=9
5000 psi
b=12d=24h=9
5000 psi
b=12d=24h=9
5000 psi
b=12d=24h=9
5000 psi
b=12d=24h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=12d=24h=9
5000 psi
b=12d=24h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=12d=24h=9
5000 psi
b=12d=24h=9
5000 psi
b=12d=24h=9
5000 psi
b=12d=24h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=12d=24h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=12d=24h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=12d=24h=9
5000 psi
b=24d=12h=9
5000 psi
b=12d=24h=9
5000 psi
b=12d=24h=9
5000 psi
b=24d=12h=9
5000 psi
b=12d=24h=9
5000 psi
b=24d=12h=9
5000 psi
b=12d=44h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=12d=24h=9
5000 psi
b=12d=24h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=12d=24h=9
5000 psi
b=24d=12h=9
5000 psi
Element: Wall Elements Below; Wall Element Thicknesses; Wall Element Heights; Column Elements Below; Column Element Dimensions; Column Element Heights; Column Element Concrete Models; Point Supports; Point Support Icons; Line Supports; Line Support Icons; Slab Elements; Slab Element Outline Only; Point Springs; Point Spring Icons; Point Spring Values; Point Spring Elevations; Line Springs; Line Spring Icons; Line Spring Values; Line Spring Elevations; User Notes; User Lines; Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1:210
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Element: Supports Below Slab Summary Plan
Element: Supports Below Slab Summary Plan - 12
Other Dead Loading: Point Loads; Point Load Icons; Point Load Values; User Notes; User Lines; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:210
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Other Dead Loading: Point Loads Plan
Other Dead Loading: Point Loads Plan - 13
Fz=0.4
Fz=0.4
Fz=0.4
Fz=0.4
Fz=0.5Fz=0.5
Fz=0.4Fz=0.4
Fz=0.4Fz=0.4
Fz=0.4Fz=0.4
Fz=0.4Fz=0.4
Fz=0.4
Fz=0.4
Fz=0.4
Fz=0.4
Fz=0.4
Fz=0.4
Fz=0.4
Fz=0.4
Fz=0.4Fz=0.4
Fz=0.4Fz=0.4
Fz=0.4Fz=0.4
Fz=0.4
Fz=0.4
Fz=0.4Fz=0.4
Fz=0.4
Fz=0.4
Fz=0.4
Fz=0.4
Fz=0.4
Fz=0.4
Fz=0.4
Fz=0.4
Fz=0.4Fz=0.4
Fz=0.4Fz=0.4
Fz=0.4
Fz=0.4
Fz=0.4
Fz=0.4
Fz=0.5
Fz=0.5
Fz=0.5
Fz=0.5
Fz=0.4Fz=0.4
Fz=0.4
Fz=0.4
Other Dead Loading: Line Loads; Line Load Icons; Line Load Values; User Notes; User Lines; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:210
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Other Dead Loading: Line Loads Plan
Other Dead Loading: Line Loads Plan - 14
Fz=30Fz=30
Fz=30Fz=30
Other Dead Loading: Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:210
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Other Dead Loading: Area Loads Plan
Other Dead Loading: Area Loads Plan - 15
Live (Unreducible) Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Values; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:210
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Live (Unreducible) Loading: Point Loads Plan
Live (Unreducible) Loading: Point Loads Plan - 16
Fz=20
Fz=20 Fz=20
Fz=20
Fz=20
Fz=20Fz=20
Fz=20
Fz=20
Fz=20Fz=20
Fz=20
Fz=20
Fz=20Fz=20
Fz=20
Fz=20
Fz=20Fz=20
Fz=20
Fz=40
Fz=40
Fz=40Fz=40
Fz=40
Fz=40Fz=40 Fz=40
Fz=20Fz=20
Fz=20Fz=20
Fz=20
Fz=20
Fz=20Fz=20
Fz=20
Fz=20
Fz=20Fz=20
Fz=20
Fz=20
Fz=20Fz=20
Fz=20
Fz=20
Fz=20Fz=20
Fz=20Fz=20
Fz=20Fz=20
Fz=20
Fz=20
Fz=20Fz=20
Fz=20
Live (Unreducible) Loading: Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:210
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Live (Unreducible) Loading: Area Loads Plan
Live (Unreducible) Loading: Area Loads Plan - 17
0.06
0.03
0.06
0.06
0.03
0.03
0.03
0
0.03
0.06
0.09
0.06
0.03
0.03
0.06
0.03
0.06
0.03
0.06
0.09
0.06
0.06
0.06
0.09
0.03
0
0.03
0.06
0
0.09
0.03
0.09
0.03
0.12
0.03
0.03
0.09
0.06
0.15
0.06
0.12
0.09
0.060.06
0
0.03
0.15
0.03
0.12
0.03
0.06
0
0.09
0.06
0.06
0.06
0.06
0.12
0
0.06
0
0.03
0.09
0.03
0
0.06
0
0
0.03
0.06
0.03
0.06
0.09
0.09
0 0
0.03
0.06
0
0.03
0.06
0.09
0.03
0.06
0.03
0
0.03
0
0.03
0.06
0
0.06
0
0
0.06
0.03
0.03
0.09
0
0
0.15
0.03
0.09
0.03
0.03
0.18
0
0.06
0.09
0.03
0.09
0.03
0.18
0.03
0.03
0.12
0.06
0.06
0.06
0.12
0.03
0.06
0.06
0.15
0.12
0.12
0.15
0.12
0.12
0.03
0.18
0.15
0.12
0.06
0.09
0.03
0.06
0.12
0.12
0.15
0.06
0.15
0.03
0.12
0.06
0.18
0
0
0.09
0
0.12
0.06
0.06
0.03
0.18
0.03
0.12
0.18
0.03
0
0.09
0
0.12
0.09
0.03
0.12
0
0.09
0.03
0.06
0
0.06
Dead + Balance LC: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:210Dead + Balance LC - Vertical Deflection Plot
-0.03 0 0.03 0.06 0.09 0.12 0.15 0.18 0.21
Min Value = -0.05798 inches @ (165.8,149) Max Value = 0.2625 inches @ (186,163.8)
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Dead + Balance LC: Std Deflection Plan
Dead + Balance LC: Std Deflection Plan - 18
0.05
0.05
0.1
0
0.150.15
0.050.05
0.05
0.1
0.05
0.05
0.05
0.05
0.1
0.1
0.1
0.05
0.15
0.1
0.15
0.15
0.15
0.1
0
0.15
0.1
0.05
0.05
0.05
0.05
0.1
0
0.1
0.15
0.05
0.15
0.2
0.15
0.1
0.15
0.05
0.1
0.05
0.2
0.2
0.25
0.2
0.15
0.1
0.1
0.2
0.05
0.15
0.05
0.1
0.15
0.15
0
0.05
0.05
0
0.1
0.15
0.05
0.05
0.05
0.1
0.05
0.1
0.15
0.15
0.050.05
0.1
0.05
0.1
0.05
0.1
0.10.1
0.05
0.05
0.05
0
0.1
0.05
0.15
0
0.15
0
0.1
0.25
0
0.05
0
0.3
0.1
0.20.25
0.1
0.05
0.3
0.15
0.35
0.2
0.05
0.25
0.15
0.2
0.1
0.25
0
0.2
0.1
0.25
0.2
0.25
0.1
0.1
0.2
0.1
0.25
0.15
0.1
0.3
0.25
0.15
0.15
0.1
0.05
0.15
0.15
0.2
0.05
0.2
0.15
0.05
0.1
0.05
0.05
0.15
0.2
0.05
0
0.25
0.1
0.2
0.15
0.1
0.1
0.2
0.05
0
0.2
0
0.2
0.15
0.15
0.25
0
0.15
0.05
0.2
0.05
0
0.15
Service LC: D + (1.0 | 0.0) L: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:210Service LC: D + (1.0 | 0.0) L - Vertical Deflection Plot (Maximum Values)
-0.05 0 0.05 0.1 0.15 0.2 0.25 0.3 0.35
Min Value = -0.05798 inches @ (165.8,149) Max Value = 0.409 inches @ (186,165.8)
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Service LC: D + (1.0 | 0.0) L: Max Deflection Plan
Service LC: D + (1.0 | 0.0) L: Max Deflection Plan - 19
0
2.5
2.5
-5
0
5
-2.5
0
0
0
-2.5
0
0
0
2.5
0
0
7.5
-5
2.5
2.5
2.5
2.52.5
0
0
0
2.5
0
-2.5
2.5
0
0
2.5
0
0
0
2.5
0
0
0
-2.5
2.5
0
2.5
-2.5
0
-2.5
0
00
0
-2.5
0
0
0
-2.5
2.5
0
-2.5
-2.5
0
-12.5
0-5-2.5
5
0
0
0
0
5
-7.5
5
0
2.5
7.5
0
0
0
2.5
0
0
0
0
0
0
0
0
0
0
0
0
0
2.5
0
2.5
0
5
0
0
5 5
5
0
2.5
0
2.5
2.5
0
5
5
0
-2.5
2.5
0
0
00
-2.5
5-2.5
7.5
2.5
0
2.5
2.5
0
-2.5
0
0
0
0
0
2.5
5
-2.5
0
0
2.5
5
0
2.5
0
5
2.5
0
0
2.5
5
5
5
0
0
0
-2.5
0
-2.5
0
-2.5
0
0
-5
-2.5
0
-2.5
-2.5
0
2.5
0
2.5
2.5
2.5
0
-2.5
0
0
5
0
2.5
-2.5
0
0
0
-5-2.5
0
0
2.5
5
0
0
0
0
2.5
2.5
2.5
Factored LC: 1.2D + 1.6L + 0.5Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:210Factored LC: 1.2D + 1.6L + 0.5Lr - Bending Moment Plot (Maximum Values) (X-Axis Direction)
One Contour = 0.5 KipsMin Value = -19.88 Kips @ (27.59,171.2) Max Value = 10.73 Kips @ (36.99,262.2)
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Factored LC: 1.2D + 1.6L + 0.5Lr: Max Mx Plan
Factored LC: 1.2D + 1.6L + 0.5Lr: Max Mx Plan - 20
0
0
0
0
0
-5
0
0
0
0
0
0
0
0
-2.5
-5
-2.5
-5
-10
-5
-2.5
-5
0
0
0
0
2.5
2.5
0
2.5
2.5
0
2.5
2.5
2.5
2.5
0
0
0
0
0
0
-2.5
-2.5
00
-5
0
0
0
0
0
2.5
0
2.5
2.5
5 5
0
2.5
0
2.5
2.5
0
0
5
0
0
2.5
0
0
0
0
2.5
0
00
0
0
0
0
0
0
2.5
2.5
2.5
2.5
0
0
0
-2.5
0
0
0
2.5
0
0
2.5
0
0
0
0
-5
00
0
0 0
0
0
5
-5
0
-2.5
-5
0
-2.5
0
2.5
2.5
-2.5
2.5
0
0
5
00
7.5
2.5
2.5
-2.5
2.5
5
0
0
2.5
5
0
2.5
0
0
2.5
0
2.5
2.5
0
0
0
0
0
-2.5
0
2.5
0
0
0
0
0
2.5
2.5
0
0
0
0
5
0
5
0
0
-2.5
0
0
0
-2.50
2.5
2.5
0
0
0
0
0
0
0
0
0
0
0
Factored LC: 1.2D + 1.6L + 0.5Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:210Factored LC: 1.2D + 1.6L + 0.5Lr - Bending Moment Plot (Maximum Values) (Y-Axis Direction)
One Contour = 0.5 KipsMin Value = -13.98 Kips @ (27.11,149.8) Max Value = 9.826 Kips @ (81.5,188.4)
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Factored LC: 1.2D + 1.6L + 0.5Lr: Max My Plan
Factored LC: 1.2D + 1.6L + 0.5Lr: Max My Plan - 21
R
S
Fr=-24.9Fs=-2.71Fz=39.9Mr=-18.2Ms=104
R
S
Fr=-2.13Fs=-8.41Fz=38.4Mr=-38.6Ms=6.63
R
S
Fr=-4.59Fs=-6.88Fz=42.6Mr=-33.6Ms=20.3
R
S
Fr=-5.78Fs=0.109Fz=44.9Mr=3.75Ms=26.1
R
S
Fr=-5.05Fs=1.72Fz=68.5Mr=6.63Ms=21.2
R
S
Fr=1
.35
Fs=1
0.3
Fz=2
6.1
Mr=
46.4
Ms=
-12.
8
R
S
Fr=-2.36Fs=1.71Fz=51.6Mr=14.5Ms=5.95
R
S
Fr=-8.99Fs=-2.11Fz=102Mr=-11.9Ms=33.6
R
S
Fr=-13.1Fs=0.681Fz=103Mr=4.33Ms=51.8
R
S
Fr=1.24Fs=-7.6Fz=110Mr=-37.3Ms=-10.8
R
S
Fr=1.55Fs=4.41Fz=108Mr=22.6Ms=-17.1
R
S
Fr=-21.3Fs=-2.7Fz=59Mr=-19.2Ms=102
R
S
Fr=1
.08
Fs=3
.12
Fz=6
1.7
Mr=
17.7
Ms=
-14.
8R
S
Fr=-
4.78
Fs=0
.718
Fz=1
53M
r=1.
41M
s=25
R
S
Fr=7
.7Fs
=3.7
1Fz
=114
Mr=
17.4
Ms=
-41.
6R
S
Fr=-
0.46
1Fs
=4.1
1Fz
=56.
3M
r=20
Ms=
4.95
R
S
Fr=-9.21Fs=1.85Fz=71.3Mr=10.3Ms=42.4
R
S
Fr=7
.38
Fs=3
.86
Fz=1
16M
r=18
.3M
s=-2
4.8
R
S
Fr=3
.55
Fs=1
8.2
Fz=4
4.8
Mr=
85.5
Ms=
-15.
1
R
S
Fr=3
.1Fs
=-7.
46Fz
=22.
3M
r=-3
1.6
Ms=
-21.
8
R
S
Fr=-7.99Fs=-2.6Fz=96.6Mr=-19.3Ms=50.6
R
S
Fr=-6.03Fs=11.9Fz=91.6Mr=59.7Ms=33.7
R
S
Fr=-12.1Fs=2.68Fz=41.8Mr=10.9Ms=57.3
R
S
Fr=-4.3Fs=2.78Fz=44.3Mr=7.06Ms=13.2
R
S
Fr=-5.23Fs=2.08Fz=69Mr=7.82Ms=16.7
R
S
Fr=1
5.3
Fs=2
.64
Fz=1
04M
r=12
.2M
s=-6
8.6
R
S
Fr=-9.63Fs=0.181Fz=131Mr=-2.33Ms=43.4
R
S
Fr=1
2.8
Fs=1
.88
Fz=8
3.8
Mr=
8.71
Ms=
-57.
7R
S
Fr=1
.5Fs
=5.7
6Fz
=51.
3M
r=26
Ms=
-3.5
5
R
S
Fr=-7.66Fs=-0.999Fz=123Mr=-8.56Ms=35.9
R
S
Fr=1
2.1
Fs=1
.13
Fz=9
8M
r=4.
9M
s=-5
6.9
R
S
Fr=-6Fs=1.68Fz=44.5Mr=2.44Ms=33.2
R
S
Fr=-
6.11
Fs=1
.52
Fz=4
6.8
Mr=
5.32
Ms=
33.3
R
S
Fr=5
.19
Fs=0
.598
Fz=4
1.2
Mr=
-0.2
21M
s=-2
9.8
R
S
Fr=3.71Fs=0.746Fz=81.8Mr=12.7Ms=-30.3
R
S
Fr=1.77Fs=-1.89Fz=143Mr=-14.5Ms=-13.7
R
S
Fr=8
.64
Fs=-
0.71
Fz=8
7.1
Mr=
-4.8
2M
s=-3
7.2
R
S
Fr=2
.2Fs
=-3.
32Fz
=54.
4M
r=-2
0.5
Ms=
-8.6
4
R
S
Fr=-13.7Fs=2.44Fz=42Mr=18Ms=55.1
R
S
Fr=4
.31
Fs=1
.48
Fz=8
7.5
Mr=
2.39
Ms=
-26.
2R
S
Fr=-
6.37
Fs=3
.77
Fz=1
11M
r=13
.7M
s=36
.9
R
S
Fr=-3.91Fs=-1.06Fz=13Mr=-1.53Ms=17.1
R
S
Fr=0.278Fs=1.87Fz=124Mr=0.127Ms=-0.616
R
S
Fr=-
1.27
Fs=1
.95
Fz=1
61M
r=11
.4M
s=-7
.47
R
S
Fr=-1.72Fs=-54.9Fz=39.1Mr=-248Ms=8.92
R
S
Fr=-
11.4
Fs=0
.294
Fz=1
18M
r=1.
01M
s=59
.9R
S
Fr=3
.18
Fs=4
.37
Fz=1
18M
r=26
.7M
s=-2
2.1
R
S
Fr=1
.14
Fs=-
6.15
Fz=4
5.4
Mr=
-27.
7M
s=-2
.99
R
S
Fr=-
2.87
Fs=1
.65
Fz=2
.35
Mr=
7.69
Ms=
12.5
R
S
Fr=-
7.15
Fs=3
.36
Fz=5
9M
r=23
.6M
s=41
.1R
S
Fr=-
4.68
Fs=4
.07
Fz=8
7.5
Mr=
31.6
Ms=
12R
S
Fr=0
.52
Fs=-
1.64
Fz=1
4.8
Mr=
-5.9
7M
s=-3
.16
R
S
Fr=0.706Fs=-17Fz=9.91Mr=-76.5Ms=1.49
R
S
Fr=-
0.45
5Fs
=-0.
487
Fz=1
3.4
Mr=
-1.5
7M
s=1.
93
Factored LC: 1.2D + 1.6L + 0.5Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:210Factored LC: 1.2D + 1.6L + 0.5Lr - Reaction Plot: (Column Below)(Fr,Fs,Fz,Mr,Ms,Mz)(Max Fz Context)
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Factored LC: 1.2D + 1.6L + 0.5Lr: Max Reactions Plan
Factored LC: 1.2D + 1.6L + 0.5Lr: Max Reactions Plan - 22
0
0.28
0.14
0.14
0.42
0.42
0.140.14
0
0.28
0.14
0.14
0.28
0.14
0.28
0.28
0.28
0.28
0.28
0.28
0.14
0.42
0
0.42
0.28
0.42
0.28
0.14
0.28
0.14
0.14
0.28
0.28
0.42
0.42
0.14
0.42
0.28
0.14
0.28
0
0.56
0.42
0.28
0.56
0
0.14
0.42
0.28
0.14
0.14
0.42
0.42
0.14
0.7
0.42
0.14
0.14
0.56
0
0.28
0
0.14
0.14
0.14
0
0.14
0.14
0.28
0.14
0.14
0.28
0.14
0
0.280.28
0.28
0.28
0.14
0.28
0.28
0.14
0
0.14
0.14
0.28
0
0.14
0.28
0
0
0.14
0
0
0.42
0.14
0.56
0.56
0.84
0.14
0.28
0.42
0.14
0.42
0.28
0.42
0.98
0.42
0.28
0.14
0.28
0.42
0.14
0.98
0.14
0.28
0.42
0.7
0.28
0.28
0.42
0.56
0.28
0.7
0.14
0.42
0.7
0.42
0.14
0.56
0.56
0.42
0.28
0.56
0.28
0.14
0.7
0.14
0.56
0.14
0.56
0.7
0.42
0.28
0
0.7
0
0
0.28
0.28
0.84
0.84
0
0
0.7
0
0.56
0.14
0.28
0.14
0.14
0.56
0
0.14
0.140.14
LT Uncracked Deflection LC: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:210LT Uncracked Deflection LC - Vertical Deflection Plot (Maximum Values)
-0.14 0 0.14 0.28 0.42 0.56 0.7 0.84 0.98
Min Value = -0.2107 inches @ (165.8,149) Max Value = 1.106 inches @ (186,163.8)
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
LT Uncracked Deflection LC: Max Deflection Plan
LT Uncracked Deflection LC: Max Deflection Plan - 23
t=8
t=8
t=7
t=7
t=7
t=8
t=7
t=8
t=7
t=7
t=7
t=7
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8t=8
t=8
t=8
t=8
t=8
t=8
t=7
t=8
t=8
t=8
t=7
t=8
t=8
t=8
t=8
t=8
t=7
t=7
t=7
t=7
t=7 t=7
t=8
t=8
t=8
t=8
t=7
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=7
t=8
t=8
t=8
t=8
t=7
t=7
t=8
t=7
t=7
t=7
t=7
t=7
t=7
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=7
t=7
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=7
t=8
t=8
t=8
t=8
t=8t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=7
t=7
4
3.5
3.5
3.5
4
4
4
5
4
44
4
4
44
4
4
1.25
7
7
7
7
7
7
1.25
1.25
1.25
1.25
1.25
4
4
4
4
7
5
7
7
7
7
7
4
4
4
4.5
6
1.25
1.25
1.25
1.25
7
7
3
5
7
7
4
6.5
4
4
4.5
1.25
1.25
6.5
7
4
7
7
1.25
1.25
1.25
4
4
4
7
7
7
4
4
1.25
1.25
1.25
7
7
7
4
4
1.25
1.25
1.25
3.5
3.5
3.5
4
4
4
4
4
4
4
4
7
7
7
6
44
4
7
7
1.25
1.25
1.25
1.25
1.5
4
2
4
4
7
1.25
4
7
7
6
7
7
4
5
1.25
5
2
4
7
7
4
1.25
1.25
1.25
7
7
4
7
7 5 4
4
4
4
4
4
4 3.5
12S
12S
12S
3S
8S
12S
12S
10S
12S
3S3S
12S
12S
3S3S
10S
12S
8S
6S
12S
10S
12S
12S
8S
6S
10S
12S
12S
12S
6S
3S
8S
6S
3S
2S
8S
10S
10S
6S
15S
9S
8S
10S
10S
6S
8S
10S
9S
15S
10S
8S
6S
10S
9S
9S
6S
10S
9S
6S
9S
10S
5S
6S
9S
10S
5S
4S
6S
14S
10S
4S
5S
6S
14S
10S
6S
14S
10S
8S
11S
6S
14S
10S
6S
2S
2S
2S
7S3S
11S
14S8S
12S
7S3S
11S
16S
8S
6S
11S
10S
12S
22S
16S
6S
8S
3S
11S
2S
2S
12S
4S
3S
10S
10S
8S
6S
8S
18S
10S
3S
10S
12S
10S
8S
3S
10S
8S
16S
10S
2S
10S
12S
3S
10S
2S
Manual Latitude Tendon: Tendons; Num Strands; Tendon Inflection Ratio; Jacks; Tendon Points; Profile Values; User Notes; User Lines; Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Point Supports; Point Support Icons; Line Supports; Line Support Icons; Slab Elements; Slab Element Thicknesses; Slab Element Outline Only; Latitude Tendon Parameters: Banded Tendons; Banded Tendon Description; Banded Tendon Fillet Graphics; Distributed Tendon Quadrilateral; Distributed Tendon Description; Distributed Tendon Overlap Areas; Tendon Void; Scale = 1:210
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Manual Latitude Tendon: Standard Plan
Manual Latitude Tendon: Standard Plan - 24
t=8
t=8
t=7
t=7
t=7
t=8
t=7
t=8
t=7
t=7
t=7
t=7
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
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2S2 S
2S2S
3S
3S
2S
2 S2S
2S2S
2S3S
3S1S
1S
2S2S
2S2S
2S2S
2S
2S
2S2S
2S
2S2 S
2 S2S
2S2S
2S2S
2S
2S2S
2S2S
2S
2S
2S2S
2S
2S
2S2S
2 S2 S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
1S
3S3S
3S3S
2S2S
2S2S
2S2S
2S
4S4S
4S4S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
4S4S
2S2S
2S2S
2S2S
2S2S
2S
4S4S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S
3S3 S
1S
4S4S
3S3S
3S3S
3S3S
3S3S
3S1S
3S
2S
2S
2 S
2S
5S5S
2S2S
2S2S
4S
1S
5S5 S
4S4S
8S8S
8S8S
2S2S
2S
2S2S
2S2S
2S2S
2S
2S2S
2S2S
2S
6S2S
2S2S
8S8S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S
3S2S
2S2S
2S1S
5S5S
3S2S
2S2S
2S1S
3S2S
2S2S
2S1S
3S2S
2S2S
2S2S
1S
3S2S
2S2S
2S2S
1S
3S2S
2S2S
2S2S
1S5S
5S2S
8S8S
2S2S
6S
2S2S
2S2S
2S
2S2S
2S2S
2S
2S2S
2S2S
2 S
2S2S
2S2S
2 S2 S
3S3S
3S3S
3S3S
3S3S
3S3S
3S3S
2S2S
2S2S
2 S2S
2S2S
2S2S
2S2S
4S
4S
2S
2S2S
2S2S
2S2S
2S
2S
2S2S
2S2S
2S
4S4S
4S4S
2S2S
2S2S
2S2S
2S2S
2S2S
4S4S
4S4S
4S
4S4S
4S4S
2S2S
2S2S
2S2S
2S2S
2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S
2S3S
3 S3S
3S3S
2S2S
2S2S
4S4S
4S4S
1S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S
2S
2S
2S
2S2S
2S
2S
1S3S
3S3S
3S3S
3S1S
1S
2S2S
2S
2S2S
2S2S
2S
2S
2S
1S3S
4S4S
4S4S
3S3S
3S3S
5S
5S5S
5S5S
3S2S
5S5S
5S5S
2S2S
2S2S
Manual Longitude Tendon: Tendons; Num Strands; Tendon Inflection Ratio; Jacks; Tendon Points; Profile Values; User Notes; User Lines; Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Thicknesses; Slab Element Outline Only; Longitude Tendon Parameters: Distributed Tendon Quadrilateral; Distributed Tendon Description; Banded Tendons; Banded Tendon Description; Banded Tendon Fillet Graphics; Distributed Tendon Overlap Areas; Tendon Void; Manual Latitude Tendon: Tendons; Tendon Inflection Ratio; Scale = 1:210
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Manual Longitude Tendon: Standard Plan
Manual Longitude Tendon: Standard Plan - 25
-84.4-237 -188 -139
-274 -231
48.8 27
-90.9-172
-273-299-299 -196 -147 -228
-290-281-287 -191 -147 -239 -243
109
-200 -137 -201
-166 -99.4-290
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111
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115
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109
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128 116
106
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146
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121
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13.7
28.9
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109
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137
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120
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32.8 101
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186
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24.9
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145
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28.6
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164
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51
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Service Design: Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; User Notes; User Lines; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Self-Dead Loading: Point Load Icons; Other Dead Loading: Point Loads; Point Load Icons; Scale = 1:210Service Design - Section Analysis Plot: (Gross Section Bottom Concrete Stress)(Context: Max Demand)
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Service Design: Top Stress Plan
Service Design: Top Stress Plan - 26
-84.4-237 -188 -139
-274 -231
48.8 27
-90.9-172
-273-299-299 -196 -147 -228
-290-281-287 -191 -147 -239 -243
109
-200 -137 -201
-166 -99.4-290
-327
111
-303-140 -79.3
-702
-245
115
-344
109
-247
128 116
106
-479 -519
146
-370
121
-437
70.6
-419 -516
13.7
28.9
-417 -341
109
-306
137
-322
-163-223-178-260-138
-20.4-60.3
120
-200 -143 -243-123 -146-91.6 -132
-307-55.8 -125 -82.5-61-69.2-22.8
32.8 101
-216
-176 -87.1-210
-108-2.66
-111-2.46
-154-21.3 -115 -125-98.1-179 -264
186
-323 -284
24.9
-289 -205 -169 -192-57.4
-278 -319
145
-275
23.1
-226 -266
28.6
-96.9 -90.2-246 -236
14.8
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-64.8 -88 -41.7 -159 -136 -232 -239 -122 -126
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41.5
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21.2
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144
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164
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43.5
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115
-208 -135 -241 -178-11.5
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-275-283
-350-356-343-351-605
137
-719 -624
86.4
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-332-354-349-462-406-440-609
-154 -272 -207 -315 -314 -414
-210-26.8
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-259 -283
12.6
-259-53.9
-54.3-5.52
-309 -348-69.3
92.9 116
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-219-154-206
-185 -99.4-126-89.4-292
-182-181-197-107
-40.9 -153
49.5
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9
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230
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108
112
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-118
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6
31.1
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51
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-203
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206
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136
77.5
49.6
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112
74.3
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139 -1
87
-198-1
34
-336
34.2
-287
-364
125
-272
132
-287
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36-573
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-302
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-280
233
-199
-83.
2
33.5
-189
-300
-479
101
-56.
3-2
08
135
-193
Service Design: Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; User Notes; User Lines; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:210Service Design - Section Analysis Plot: (Gross Section Bottom Concrete Stress)(Context: Max Demand)
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Service Design: Bottom Stress Plan
Service Design: Bottom Stress Plan - 27
1.08
29.8
2 #4
@ 4
.7
Design Status: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Shear Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; DS Design Numbers; DS Design Shear Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:210
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Design Status: Shear Reinforcement Plan
Design Status: Shear Reinforcement Plan - 28
1OK with SSR
RSR = 0.957 (USR=1.85)
2OK
USR=0.531
3OK (non-standard section)
USR=0.428
4OK (non-standard section)
USR=0.465
5OK (non-standard section)
USR=0.621
6OK with SSR (non-standard section)
RSR = 0.726 (USR=1.35)
7OK with SSR
RSR = 0.543 (USR=1.07)
8OK with SSR
RSR = 0.583 (USR=1.07)
9OK with SSR
RSR = 0.57 (USR=1.03)
10OK with SSR
RSR = 0.594 (USR=1.07)
11OK
USR=0.942
12OK with SSR
RSR = 0.617 (USR=1.22)
13OK with SSR (non-standard section)
RSR = 0.798 (USR=1.25)
14OK with SSR
RSR = 0.601 (USR=1.08)
15OK
USR=0.547
16OK
USR=0.618
17OK with SSR
RSR = 0.64 (USR=1.14)
18OK (non-standard section)
USR=0.495
19Failed
USR=2.09
20Failed
USR=2.05
21OK with SSR (non-standard section)
RSR = 0.697 (USR=1.29)
22OK
USR=0.449
23OK with SSR (non-standard section)
RSR = 0.794 (USR=1.51)
24OK
USR=0.798
25OK (non-standard section)
USR=0.77
26OK with SSR
RSR = 0.579 (USR=1.02)
27OK (non-standard section)
USR=0.656
28OK
USR=0.618
29OK with SSR (non-standard section)
RSR = 0.615 (USR=1.03)
30OK (non-standard section)
USR=0.793
31OK with SSR (non-standard section)
RSR = 0.763 (USR=1.44)
32OK (non-standard section)
USR=0.601
33OK (non-standard section)
USR=0.861
34OK with SSR (non-standard section)
RSR = 0.709 (USR=1.29)
35OK with SSR
RSR = 0.79 (USR=1.43)
36OK
USR=0.738
37OK (non-standard section)
USR=0.676
38OK with SSR
RSR = 0.556 (USR=1.1)
39OK
USR=0.993
40OK with SSR
RSR = 0.658 (USR=1.14)
41OK (non-standard section)
USR=0.803
42OK with SSR (non-standard section)
RSR = 0.665 (USR=1.18)
43OK with SSR
RSR = 0.947 (USR=1.57)
44OK (non-standard section)
USR=0.261
45OK with SSR
RSR = 0.644 (USR=1.13)
46OK with SSR
RSR = 0.752 (USR=1.33)
47OK (non-standard section)
USR=0.642
48OK
USR=0.202
49OK with SSR
RSR = 0.738 (USR=1.45)
50OK with SSR (non-standard section)
RSR = 1 (USR=1.97)
51OK
USR=0.247
52OK with SSR
RSR = 0.684 (USR=1.37)
53OK
USR=0.187
Design Status: PC Designs; PC Design Numbers; PC Design Status; PC Design Stress Ratios; PC Design Sections; User Notes; User Lines; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:210
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Design Status: Punching Shear Status Plan
Design Status: Punching Shear Status Plan - 29
1.08
29.8
392-132
-120 392 48.778.2
104
49.249.2 1.451.45
48.7RSR = 0.957 (USR=1.85)
USR=0.979
113
96.296.259
75.4113USR=0.531
83
65.565.547.6
29.4 70.170.183USR=0.428
44.4
97.597.5103103104104
50.950.949.949.944.4USR=0.465
84.4
91.491.413813813613613013012312384.4
USR=0.621
224
85.4
85.4
71.2
71.2
-39.
1
-2872
2474.
7
737372.9
72.9
46.9
46.9
28.9
-1.8
732.8
32.874
.7
RSR = 0.726 (USR=1.35)USR=0.704 40.5
227227122122-64.8 103
98.998.981.381.365.365.3
59.159.162.8
RSR = 0.543 (USR=1.07)USR=0.968
22719219287.687.6
122122 22792.890.890.8
78.578.568.468.4
63636565
77.477.4 87.587.5
92.8RSR = 0.583 (USR=1.07)
USR=0.875
203222222114114
95.995.9 20392.593.693.6
86.386.37676
656563.963.9
71.271.2 81.581.5
92.5RSR = 0.57 (USR=1.03)
USR=0.882
231
184184108108
15515523196.3
91.891.8
80.280.275.775.7
7272
76.576.5
88.288.292.792.7
96.3RSR = 0.594 (USR=1.07)
USR=0.908
161
204204173173
130130161USR=0.942
122-53.182.9
258258 122 61.572.298.3
87.687.6
4848 41.141.1
61.5RSR = 0.617 (USR=1.22)
USR=0.927
222
195
195
249
249
275
275
222
87.1
86.4
86.4
87.8
87.8
90.4
90.4
95.4
95.4
96.2
96.2
94.8
94.8
92.2
92.2
87.1
RSR = 0.708 (USR=1.25)USR=0.907
224
234
234
128
128
118
118
2241
01102
102
93.6
93.6
83.5
83.5
73.5
73.5
72.9
72.9
80.9
80.9
9191
101
RSR = 0.601 (USR=1.08)USR=0.958
54.2
75.4
75.4
119
119
989854
.2
USR=0.54788.6117117131131
103103 88.6USR=0.618
108
121
121
249
249
236
236
1086
6.3
66.9
66.9
77.7
77.7
87.3
87.3
95.8
95.8
95.2
95.2
84.4
84.4
74.8
74.8
66.3
RSR = 0.64 (USR=1.14)USR=0.903
86.2
111
111
111
111
110
110
616161
.5
USR=0.495
-48.
1
349
349
-444USR=2.09
-174262262
434434-1.79USR=2.05
63.4
151202273273
14814876.476.463.4
87.287.887.891.291.290.190.1
76.676.6
67.467.4
58.758.759.759.7 63.6
RSR = 0.579 (USR=1.29)USR=0.86
51.533.733.777.477.4
95.195.1 51.5USR=0.449
319-42.7
-24.4 319 24.538.338.340.740.776.576.5102
78.7 40.640.6
24.5RSR = 0.794 (USR=1.51)
USR=0.963
16914714743.243.2
65.565.5 169USR=0.798
161
169
169
125
125
107
88.8
118
118
161
USR=0.77
223178178179179
225225 22385.683.983.9
80.280.280.280.2
83.683.685.485.4
8989 89.189.1
85.6RSR = 0.579 (USR=1.02)
USR=0.84
106
118
118
85.1
85.1
12.3
8.99
106
USR=0.656
119
131
131
129
1291
17USR=0.618
207148148170170
229229 20784.781.681.6
78.478.480.780.7
888891.191.1
94.394.3 9292
84.7RSR = 0.589 (USR=1.03)
USR=0.889
172
170
170
117
117
97.8
98.4 11
911
917
2
USR=0.793
-14.9306306 -18.510477.577.541.241.238.738.7
24.524.5
39.939.9 78.7
RSR = 0.763 (USR=1.44)USR=0.978
38.2
23.4
23.4
20.6
20.6
115
115
119
119
134
134
38.2
USR=0.601
183
156
9.01
35.3
35.3
183
USR=0.861
157
310310133133101101
-51.9-51.9-19.6-19.6157 71.6
87.487.4
104104103
45.5 49.349.350.350.3
71.6RSR = 0.709 (USR=1.29)
USR=0.98
307220220132132
219219 307 93.991.491.4
808075.875.8
76.676.67979
90.590.5 94.694.6
93.9RSR = 0.79 (USR=1.43)
USR=0.892
133
109
109
135
135
159
159
133
USR=0.738
132
69.7
46.8
57.8
57.8
145
1451
34134
132
USR=0.676
9.3723223287.387.3
-136 84.795.895.8
91.691.662.462.430.730.719.5
RSR = 0.556 (USR=1.1)USR=0.904
217
151
151
52.8
52.8
118
1182
17
USR=0.993
136
86.3
86.3
207
207
256
2561
3666
.2
62.5
62.5
69.4
69.4
74.9
74.9
89.3
89.3 9393
868680.
680
.6
66.2
RSR = 0.658 (USR=1.14)USR=0.876
-17014814895.6
USR=0.803
249
123123132132
25925924990.3
80.980.9
72.172.172.672.6
82.982.9
92.492.4
101101101101
90.3RSR = 0.665 (USR=1.18)
USR=0.953
330
368
368
167
167
129
129
330
9797.8
97.8
909083
.583
.5
71.5
71.5
70.7
70.7
78.5
78.5
8585
97
RSR = 0.947 (USR=1.57)USR=0.922
51.1
33.533.541.341.3
59.959.955.2
USR=0.261
119
114
114
246
246
250
250
1196
7.9
67.7
67.7
77.3
77.3
87.1
87.1
97.5
97.5
97.7
97.7
88.1
88.1
78.3
78.3
67.9
RSR = 0.644 (USR=1.13)USR=0.921
190
292
292
174
174
71.8
71.8
1909
3.7
98.3
98.3
98.5
98.5
89.6
89.6
71.6
71.6 6767
66.9
66.9
75.7
75.7
93.7
RSR = 0.752 (USR=1.33)USR=0.928
136
77.9
77.9
57.7
57.71
16USR=0.642
-16.
742
.842
.8-3
9.6USR=0.202
-139
106
106
308
308
62.9
60.8
52.5
52.5
46.9
46.9
59.2
59.2
9696 104
RSR = 0.738 (USR=1.45)USR=0.983
23.5
417
417
213
213
-181
99.6
99.2
99.2
95.8
95.8
80.8
80.8
75.4
75.4
76.6
76.6
79.8
95.59
9.6
RSR = 1 (USR=1.97)USR=0.939
25.8
52.5
52.5
3434 7.33
USR=0.247
-290183183
-12.2
-55.311.211.263.563.5
15.9RSR = 0.684 (USR=1.37)
USR=0.598
39.7
29.8
29.8
28.1
28.1 38
USR=0.187
Design Status: User Lines; User Notes; User Dimensions; PC Designs; SSR; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:210Design Status - Punching Plot: (Stresses,Stress Ratio)(Standard Sections 1-1, Cutoff Sections 1-1)(Max SR Context)
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Design Status: Punching Shear Stress Plan
Design Status: Punching Shear Stress Plan - 30
1.08
29.8
(5) [email protected] Spacing = 2.63
1/2" SSR
(5) [email protected] Spacing = 2.63
1/2" SSR
(7) [email protected] Spacing = 2.63
1/2" SSR
(10) [email protected] Spacing = 2.63
1/2" SSR
(10) [email protected] Spacing = 2.63
1/2" SSR
(10) [email protected] Spacing = 2.63
1/2" SSR
(7) [email protected] Spacing = 2.63
1/2" SSR
(10) [email protected] Spacing = 2.63
1/2" SSR
(10) [email protected] Spacing = 2.63
1/2" SSR
(10) [email protected] Spacing = 2.63
1/2" SSR
(10) [email protected] Spacing = 2.13
1/2" SSR
(5) [email protected] Spacing = 2.63
1/2" SSR
(10) [email protected] Spacing = 2.63
1/2" SSR
(10) [email protected] Spacing = 2.63
1/2" SSR
(5) [email protected] Spacing = 2.63
1/2" SSR
(10) [email protected] Spacing = 2.13
1/2" SSR
(10) [email protected] Spacing = 2.63
1/2" SSR
(7) [email protected] Spacing = 2.63
1/2" SSR
(10) [email protected] Spacing = 2.63
1/2" SSR
(10) [email protected] Spacing = 2.63
1/2" SSR
(10) [email protected] Spacing = 2.63
1/2" SSR
(10) [email protected] Spacing = 2.63
1/2" SSR
(10) [email protected] Spacing = 2.63
1/2" SSR
(7) [email protected] Spacing = 2.63
1/2" SSR
(7) [email protected] Spacing = 2.63
1/2" SSR
(5) [email protected] Spacing = 2.63
1/2" SSR
Design Status: User Lines; User Notes; User Dimensions; PC Designs; SSR; SSR Description; SSR Details; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:210
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Design Status: SSR Plan
Design Status: SSR Plan - 31
1.08
29.8
5 #5 T. 6 #5 T. 6 #5 T.
3 #5 T. 6 #5 T.6 #5 T.
3 #5 T. 6 #5 T. 6 #5 T.
3 #5 T.3 #5 T.
6 #5 T.6 #5 T.
7 #5 T.7 #5 T.
3 #5 T.
6 #5 T.
6 #5 T.
4 #5 T.
6 #5 T. 10 #5 T.7 #5 T.
6 #5 T.
5 #5 T. 4 #5 T.
5 #5 T. 6 #5 T.6 #5 T.
4 #5 T.
3 #5 T. 5 #5 T.1 #5 T.
6 #5 T.
4 #5 T.4 #5 T.
4 #5 T.
7 #5 T.
4 #5 T.4 #5 T.
2 #5 T.3 #5 T.3 #5 T.
2 #5 T.2 #5 T.
2 #5 T.
4 #5 T. 4 #5 T.4 #5 T.
8 #5 T.6 #5 T.
6 #5 T.6 #5 T.
7 #5 T.6 #5 T.
7 #5 T.
6 #5 T.6 #5 T.
6 #5 T.6 #5 T.
6 #5 T.6 #5 T.
6 #5 T.6 #5 T.
6 #5 T.6 #5 T.
5 #5 T.
3 #5 T.
6 #5 T. 6 #5 T.
3 #5 T.
6 #5 T.1 #5 T.
7 #5 T.8 #5 T.
5 #5 T.5 #5 T.
1 #5 T.1 #5 T.
1 #5 T.
3 #5 T.
2 #5 T. 9 #5 T.9 #5 T.
7 #5 T.7 #5 T.
3 #5 T. 7 #5 T.7 #5 T.
5 #5 T.5 #5 T.
5 #5 T.5 #5 T.
5 #5 T.
5 #5 T.7 #5 T. 6 #5 T.
7 #5 T.
3 #5 T.3 #5 T.
4 #5 T.
3 #5 T.
3 #5 T.
3 #5 T.
5 #5 T.
7 #5 T.7 #5 T.
5 #5 T.
3 #5 T.
5 #5 T.5 #5 T.
10 #5 T.10 #5 T.
Design Status: Latitude Span Designs; Span Design Top Bars; Span Design Bar Descriptions; Latitude DS Designs; DS Design Top Bars; User Notes; User Lines; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Reinforcement: Latitude User Concentrated Reinf.; Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Latitude User Distributed Reinf.; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Scale = 1:210
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Design Status: Latitude Top Reinforcement Plan
Design Status: Latitude Top Reinforcement Plan - 32
1.08
29.8
3 #4 B.4 #4 B.
1 #4 B.
4 #4 B.
1 #4 B.
3 #4 B.7 #4 B.
7 #4 B.7 #4 B.
3 #4 B. 3 #4 B. 1 #4 B.
12 #4 B.
Design Status: Latitude Span Designs; Span Design Bottom Bars; Span Design Bar Descriptions; Latitude DS Designs; DS Design Bottom Bars; User Notes; User Lines; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Reinforcement: Latitude User Concentrated Reinf.; Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Latitude User Distributed Reinf.; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Scale = 1:210
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Design Status: Latitude Bottom Reinforcement Plan
Design Status: Latitude Bottom Reinforcement Plan - 33
4 #5
T.
5 #5
T.
5 #5
T.
6 #5
T.
5 #5
T.
6 #5
T.
6 #5
T.
5 #5
T.
5 #5
T.
3 #5 T.
6 #5
T.
6 #5
T.
6 #5
T.
6 #5
T.
6 #5
T.
6 #5
T.
6 #5
T.
6 #5
T.
5 #5
T.
6 #5
T.
12 #
5 T.
11 #
5 T.
7 #5
T.
7 #5
T.
5 #5
T.
7 #5
T.
5 #5
T.
5 #5
T.
6 #5
T.
4 #5
T.
6 #5
T.
6 #5
T.
7 #5
T.
7 #5
T.
7 #5
T.
7 #5
T.
4 #5
T.
3 #5
T.
3 #5
T.
4 #5
T.
5 #5
T.
6 #5
T.
6 #5
T.
4 #5
T.
6 #5
T.
6 #5
T.
6 #5
T.
6 #5
T.
6 #5
T.
6 #5
T.
6 #5
T.
6 #5
T.
4 #5
T.
4 #5
T.
3 #5
T.
3 #5
T.
5 #5
T.
7 #5
T.
7 #5
T.
7 #5
T.
7 #5
T.
6 #5
T.
6 #5
T.
7 #5
T.
3 #5
T.
6 #5
T.
5 #5
T.
5 #5
T.
5 #5
T.
5 #5
T.
2 #5
T.
6 #5
T.
6 #5
T.
2 #5
T.
2 #5
T.
7 #5
T.
8 #5
T.
8 #5
T.
7 #5
T.
5 #5
T.
6 #5
T.
5 #5
T.
6 #5
T.
5 #5
T.
5 #5
T.
3 #5
T.
6 #5
T.
7 #5
T.
7 #5
T.
4 #5
T.
4 #5
T.
7 #5
T.
7 #5
T.
3 #5
T.
3 #5
T.
2 #5
T.
4 #5
T.
3 #5
T.
6 #5
T.
6 #5
T.
Design Status: Longitude Span Designs; Span Design Top Bars; Span Design Bar Descriptions; Longitude DS Designs; DS Design Top Bars; User Notes; User Lines; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Reinforcement: Longitude User Concentrated Reinf.; Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Longitude User Distributed Reinf.; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Scale = 1:210
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Design Status: Longitude Top Reinforcement Plan
Design Status: Longitude Top Reinforcement Plan - 34
2 #4
B.
5 #4
B.
2 #4
B.
3 #4
B.
10 #
4 B
.
4 #4
B.
6 #4
B.
1 #4
B.
6 #4
B.
5 #4
B.
4 #4
B.
3 #4
B.
4 #4
B.
4 #4
B.
8 #4
B.
1 #4
B.
2 #4
B.
14 #
4 B
.
3 #4
B.
6 #4
B.
1 #4
B.
1 #4
B.
2 #4
B.
Design Status: Longitude Span Designs; Span Design Bottom Bars; Span Design Bar Descriptions; Longitude DS Designs; DS Design Bottom Bars; User Notes; User Lines; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Reinforcement: Longitude User Concentrated Reinf.; Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Longitude User Distributed Reinf.; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Scale = 1:210
Uptown - Uptown_bldg A_5th_r2.cpt - 12/11/2015
Design Status: Longitude Bottom Reinforcement Plan
Design Status: Longitude Bottom Reinforcement Plan - 35
