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UptownBldg B _5th Fl
Uptown_B_5th_r1.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_B_5th_r1.cpt - 12/11/2015
Units
Units - 2
Positive Loads
Positive Analysis
Positive Reactions
Uptown - Uptown_B_5th_r1.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_B_5th_r1.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_B_5th_r1.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_B_5th_r1.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_B_5th_r1.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_B_5th_r1.cpt - 12/11/2015
Design Rules
Design Rules - 8
Load History Step Name Load CombinationDuration (days)
Total Age(days)
Uptown - Uptown_B_5th_r1.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 = 1:180
Uptown - Uptown_B_5th_r1.cpt - 12/11/2015
Element: Standard Plan
Element: Standard Plan - 10
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
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=85000 psi
t=75000 psi
t=75000 psi
t=75000 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=75000 psi
t=75000 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=75000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=75000 psi
t=85000 psi
t=85000 psi
t=75000 psit=75000 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=75000 psi
t=75000 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=75000 psi
t=75000 psi
t=75000 psi
t=75000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=75000 psi
t=75000 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 = 1:180
Uptown - Uptown_B_5th_r1.cpt - 12/11/2015
Element: Slab Summary Plan
Element: Slab Summary Plan - 11
t=10h=10
t=10h=10
t=10h=10
t=10h=10
t=10h=10
t=10h=10
b=24d=10h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 psi
b=24d=12h=10
6000 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 = 1:180
Uptown - Uptown_B_5th_r1.cpt - 12/11/2015
Element: Supports Below Slab Summary Plan
Element: Supports Below Slab Summary Plan - 12
#1Fz=0.4Fz=0.4
#2
Fz=0.4
Fz=0.4
#3Fz=0.4Fz=0.4
#4Fz=0.4
Fz=0.4
#5Fz=0.4Fz=0.4
#6Fz=0.4
Fz=0.4
#7
Fz=0.4
Fz=0.4#8Fz=0.4
Fz=0.4
#9
Fz=0.4
Fz=0.4
#10Fz=0.4Fz=0.4
#11Fz=0.4Fz=0.4
#12
Fz=0.4
Fz=0.4
#13
Fz=0.4
Fz=0.4
#14
Fz=0.4
Fz=0.4
#15
Fz=0.4
Fz=0.4
Other Dead Loading: Line Loads; Line Load Numbers; 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 = 1:180
Uptown - Uptown_B_5th_r1.cpt - 12/11/2015
Other Dead Loading: Line Loads Plan
Other Dead Loading: Line Loads Plan - 13
Fz=30Fz=30
Fz=30Fz=30
Fz=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 = 1:180
Uptown - Uptown_B_5th_r1.cpt - 12/11/2015
Other Dead Loading: Area Loads Plan
Other Dead Loading: Area Loads Plan - 14
Fz=20
Fz=20Fz=20
Fz=20
Fz=20Fz=20
Fz=20Fz=20
Fz=20Fz=20
Fz=20Fz=20
Fz=20Fz=20
Fz=20Fz=20
Fz=20
Fz=20Fz=20
Fz=20
Fz=20
Fz=20Fz=20
Fz=20
Fz=20
Fz=20Fz=20
Fz=20
Fz=40Fz=40
Fz=40Fz=40
Fz=40
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=20
Fz=20 Fz=20
Fz=20
Fz=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 = 1:180
Uptown - Uptown_B_5th_r1.cpt - 12/11/2015
Live (Unreducible) Loading: Area Loads Plan
Live (Unreducible) Loading: Area Loads Plan - 15
0.03
0.03
0.03
0.03
0.09
0.030.03
0.03
0.03
-0.03
0
0.060.06
-0.03
0.06
0
0.09
0.03
0
0.03
0
0
0.06
0
0
0
0
0.03
0.06
0
0.03
0.12
0.03
0.03
0.03
0.15
0.03
0.06
0.06
0.12
0.12
0.15
0.12
0.06
0.06
0.09
0.03
0.12
0.03
0.03
0.03
0.03
0.03
0.06
0.09
0.03
0.03
0
0
0.030.03
0.060.03
0
0
0
0.03
0.03
0.03
0
0.06
0.03
0
0.06
0.030.03
0.03
0.03
0.03
0.09
0.15
0.15
0.03
0.09
0.03
0.12
0.06
0.12
0.06
0.03
0.12
0.03
0.09
0.06
0.06
0.03
0.06
0.06
0.03
0.06
0.06
0.12
0.06
0.06
0.06
0
0
0.06
0.06
0.03
0.06
0.12
0.09
0.03
0.03
-0.03
0
0.03
0.03
0.03
0.09
0.03
0
00.030.03
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 = 1:180Dead + Balance LC - Vertical Deflection Plot
-0.09 -0.06 -0.03 0 0.03 0.06 0.09 0.12 0.15
Min Value = -0.09797 inches @ (259.3,183) Max Value = 0.1774 inches @ (417.3,212.4)
Uptown - Uptown_B_5th_r1.cpt - 12/11/2015
Dead + Balance LC: Std Deflection Plan
Dead + Balance LC: Std Deflection Plan - 16
0.04
0.04
0.12
0.12
0
0.12
0.12
0.04
0.12
0.08
0.08
0
0.08
0.08
0.08
0.04
0.04
0
0.12
0.08
0.2
0.08
0.2
0.04
0.04
0.08
0.080.040.040.04
0.08
0.04
0.04
0.12
0.04
0
0
0.04
0.08
0.04
0.08
0.04
0.08
0.04
0.24
0.12
0.12
0.08
0.12
0.12
0.12
0.12
0.24
0.28
0.24
0.28
0.12
0.16
0.16
0.24
0.08
0.12
0.04
0.08
0.2
0.04
0.04
0.04
0.04
0.04
0.16
0.08
0.08
0.12
0.20.2
0.16
0.08
0.12
0.04
0.08
0.04
0.04
0.08
0
0.04
0.08
0.04
0.12
0.12
0.08
0.12
0.12
0.12
0.04
0.12
0.12
0
0.04
0.08
0.04
0
-0.04
0.04
0.12
0.04
0.08
0.08
0.12
0.12
0.12
0.2
0.12
0.04
0.2
0.12
0.16
0.08
0.12
0.08
0.24
0.16
0.08
0.2
0.16
0.28
0.2
0.12
0.12
0.16
0.24
0.2
0.04
0.16
0.12
0.120.12
0.2
0.24
0
0.24
0.16
0.24
0.04
0.08
0.2
0.08
0.12
0.24
0.04
0.04
0.08
0
0
0
0.08
0.16
0
0
0.04
0.12
0.12
0.08
0.12
0
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 = 1:180Service LC: D + (1.0 | 0.0) L - Vertical Deflection Plot (Maximum Values)
-0.04 0 0.04 0.08 0.12 0.16 0.2 0.24 0.28
Min Value = -0.06903 inches @ (408.5,231.8) Max Value = 0.2949 inches @ (302,229.6)
Uptown - Uptown_B_5th_r1.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 - 17
0
0
0
0
0
0
2.5
-2.5
0 0
2.5
2.52.5
2.5
0
-2.5
-2.5
0
0
0
0
2.5 2.5
2.5
-2.5
0
0
0 0
0
2.5
5
5
0
0
5
0
0
0
0 0
0
0
0
2.5 2.5
0
0
0
0
-2.5
0
0
0
00
0
0 0
2.5
00
0
0
0
0
0
0
2.5
0
0
2.5
2.5
0
0
0
-2.5
2.5
0
0
-7.5-7.5
0
0
0
0
-2.5
0
2.5
0
5
0
0
0
0
0
0
2.5
0
0
2.5
0
0
-2.5
0
2.5
0
0
-5
2.5
0
-2.5
0
0
2.5
2.5
2.5
0
5
-2.5
-2.50
-2.5
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 = 1:180Factored LC: 1.2D + 1.6L + 0.5Lr - Bending Moment Plot (Maximum Values) (X-Axis Direction)
One Contour = 0.5 KipsMin Value = -10.44 Kips @ (371.2,202.6) Max Value = 8.981 Kips @ (412.5,225.5)
Uptown - Uptown_B_5th_r1.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 - 18
0
0
-2.5
0
0
2.5
0
2.5
2.5
02.5
0
2.5
2.5
2.52.5
0
0
0
-2.5
2.5
2.5
0
0
2.5
-2.5
2.5
2.5
0
2.5
0
0
0
0
0
-7.5-2.5
-2.5
0
0
-2.5
0
2.5
0
2.5
2.5
5
2.5
2.5
2.5
2.5
0
0
-2.5
0
-7.5
-2.5
-7.5
-2.50
0
0
0
0
2.5
2.5
2.5
2.5
2.5
0
0
0
0 -2.5
0
0
0
0
0
2.5
2.5
2.5
0
2.5
0
-10
2.5
2.5
0
0
0
-2.5
-2.5
-2.5
0
0
0
0
5
0
2.5
-2.5
-5
2.5
-10
5
-7.5
0
0
0
2.5
2.5
2.5
2.5
2.5
0
5
2.5
0
0
0
0
-2.5
5
0
2.5
0
2.5
0
0
0
0
0
0
0
0
0
0
-2.5
0
0
2.5
0
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 = 1:180Factored LC: 1.2D + 1.6L + 0.5Lr - Bending Moment Plot (Maximum Values) (Y-Axis Direction)
One Contour = 0.5 KipsMin Value = -14.63 Kips @ (381.2,244.5) Max Value = 12.83 Kips @ (234.6,244.1)
Uptown - Uptown_B_5th_r1.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 - 19
R
S
Fr=-
5.5
Fs=-
0.18
7Fz
=46
Mr=
-8.3
1M
s=31
.8R
S
Fr=-
5.32
Fs=4
.68
Fz=1
1.3
Mr=
22.4
Ms=
24.3
R
S
Fr=-12.3Fs=1.36Fz=94Mr=11.1Ms=55
R
S
Fr=-11Fs=-2.61Fz=77.9Mr=-14.6Ms=52.4
R
S
Fr=-22.4Fs=0.155Fz=43.6Mr=-1.35Ms=112
R
S
Fr=-
1.97
Fs=4
.6Fz
=131
Mr=
22.1
Ms=
18.7
R
S
Fr=5
.57
Fs=5
.57
Fz=1
01M
r=31
.8M
s=-3
5.5
R
S
Fr=-
2.67
Fs=3
.93
Fz=7
5.1
Mr=
22.4
Ms=
15.4
R
S
Fr=-4.08Fs=1.62Fz=62.9Mr=12.7Ms=20.9
R
S
Fr=-16Fs=0.909Fz=60.9Mr=1.7Ms=79.9
R
S
Fr=2
.77
Fs=2
.83
Fz=1
30M
r=13
Ms=
-5.2
5R
S
Fr=8
.76
Fs=-
0.82
4Fz
=117
Mr=
-9.8
7M
s=-5
0.4
R
S
Fr=-0.877Fs=2.58Fz=56.5Mr=17Ms=-0.108
R
S
Fr=-3.45Fs=0.422Fz=83Mr=1.71Ms=12.2
R
S
Fr=-11.4Fs=1.75Fz=62.5Mr=5.93Ms=62.1
R
S
Fr=-8.43Fs=-0.274Fz=130Mr=-6.44Ms=43.3
R
S
Fr=-2.18Fs=3.43Fz=65.8Mr=21.5Ms=9.4
R
S
Fr=-5.45Fs=0.774Fz=89.5Mr=3.09Ms=29.2
R
S
Fr=1
1.7
Fs=3
.46
Fz=1
35M
r=20
.7M
s=-6
6.3
R
S
Fr=-2.8Fs=4.55Fz=60.1Mr=23.8Ms=14.3
R
S
Fr=8
.12
Fs=2
.63
Fz=1
05M
r=16
.5M
s=-3
3.9
R
S
Fr=-0.314Fs=4.94Fz=66.9Mr=31.7Ms=-0.9
R
S
Fr=-1.09Fs=-0.432Fz=89.6Mr=-5.58Ms=4.03
R
S
Fr=-1.73Fs=4.69Fz=121Mr=27.7Ms=7.58
R
S
Fr=-1.26Fs=3.41Fz=33.1Mr=16.4Ms=9
R
S
Fr=0.179Fs=0.595Fz=83.9Mr=-1.2Ms=-0.566
R
S
Fr=1
2.3
Fs=-
2.55
Fz=1
41M
r=-1
6.4
Ms=
-71.
8R
S
Fr=4
.84
Fs=-
1.84
Fz=1
00M
r=-1
1.5
Ms=
-21.
6
R
S
Fr=5.98Fs=4.07Fz=94.8Mr=25.1Ms=-35.3
R
S
Fr=0
.508
Fs=1
.34
Fz=4
.6M
r=5.
36M
s=-2
.68
R
S
Fr=7
.11
Fs=-
2.02
Fz=6
3.4
Mr=
-16.
3M
s=-4
2.1
R
S
Fr=9.41Fs=3.52Fz=54.6Mr=17.7Ms=-55.1
R
S
Fr=7
.49
Fs=-
3.66
Fz=1
09M
r=-2
3M
s=-2
9.6
R
S
Fr=2.83Fs=-2.02Fz=89.5Mr=-14.2Ms=-5.33
R
S
Fr=3.96Fs=6.42Fz=95.9Mr=41.2Ms=-11.4
R
S
Fr=4.27Fs=4.09Fz=54.9Mr=21.8Ms=-8.51
R
S
Fr=8.08Fs=1.47Fz=35.2Mr=3.33Ms=-30.9
R
S
Fr=13.2Fs=-3.65Fz=32.7Mr=-23.9Ms=-66.7
R
S
Fr=13.4Fs=6.75Fz=52.5Mr=43.4Ms=-67.8
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 = 1:180Factored LC: 1.2D + 1.6L + 0.5Lr - Reaction Plot: (Column Below)(Fr,Fs,Fz,Mr,Ms,Mz)(Max Fz Context)
Uptown - Uptown_B_5th_r1.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 - 20
0
0.2
0.1
0.1
0.3
0.1
0.4
0.2
0.1
0.4
0.4
0.1
0.1
0.2
0.3
0.2
0.1
0.1
0.2
0.4
0.2
0.2
0.4
0.1
0.1
0
0.1
0.1
0.1
0.2
0.5
0.40.4
0.4
0.1
0
0.4
0.1
0.4
0
0.5
0.3
0.1
0.6
0.1
0.2
0.2
0.6
0.4
0.2
0.2
0.4
0.3
0.4
0.3
0.3
0.4
0.6
0.6
0.5
0.2
0.2
0.2
0.3
0.2
0.5
0.1
0.5
0.3 0.3
0.1
0.20.3
0.3
0.1
0.2
0.2
0.4
0.3
0.10.1
0.3
0.1
0.3
0.10.1
0
0.3
0.2
0.3
0.2
0.2
0.1
0.1
0.2
0.3
0.3
0.30.3
0.1
0.2
0.2
0.2
0.1
0.1
0.1
-0.1
0.1
0.2
0.4
0.2
0
0.3
0.5
0.3
0.5
0
0.3
0.5
0.2
0.4
0.6
0.4
0.1
0.4
0.4
0.5
0.5
0.4
0.5
0.4
0.4
0.3
0.3
0.5
0.2
0.5
0.4
0.2
0.3
0.1
0.6
0.4
0.2
0.3
0.4
0.3
0.1
0.3
0.6
0.2
0.3
0.2
0.2
0
0
0.5
0.1
0
0.1
0.5
0.1
0.6
0.1
0.5
0.10
0.1
0.1
0.6
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 = 1:180LT Uncracked Deflection LC - Vertical Deflection Plot (Maximum Values)
-0.2 -0.1 0 0.1 0.2 0.3 0.4 0.5 0.6
Min Value = -0.212 inches @ (408.5,231.8) Max Value = 0.7817 inches @ (302,229.6)
Uptown - Uptown_B_5th_r1.cpt - 12/11/2015
LT Uncracked Deflection LC: Max Deflection Plan
LT Uncracked Deflection LC: Max Deflection Plan - 21
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
t=8
t=8
t=7
t=8
t=8
t=8
t=8
t=8
t=7
t=8
t=7t=7
t=7
t=8
t=8t=8
t=8
t=8
t=7
t=8
t=8
t=7
t=7
t=8
t=8
t=8
t=8
t=8
t=7
t=8
t=8
t=7
t=8
t=8
t=8
t=8
t=7
t=8
t=8
t=7
t=7
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=7
t=7
t=8
t=8
t=7
t=7
t=8
t=8
t=8
t=8
t=8
t=8
t=7
t=7
t=7
t=7
t=8
t=8
t=8
t=7
t=7
t=7
t=7
4
4
4
4
4
7
7
7
1.5
1.5
1.5
1.5
1.5
7
7
7
7
7
1.5
1.5
4
4
4
3
4
3
7
7
7
7
7
1.5
1.5
1.5
1.5
1.5
7
7
7
7
7
4
1.5
1.5
1.5
1.5
1.5
4
7
7
7
7
7
4
3
4
1.5
1.5
1.5
7
7
4
4
4
7
7
4
4
7
3.53.5
4
44
7
7
1.5
1.5
1.5
2
4
1.5
1.5
1.25
7
7
4
7
7
4
4
7
4
5
4.5
4
4
3.5
4.5
4.5
4
4.7
4
4
4
13S
8S
11S
12S
9S
11S
8S
13S
9S
12S
11S
8S
13S
9S
12S
5S
11S
8S
8S
12S
9S3S
11S5S
8S
8S
12S
12S
16S
8S
8S
12S
12S
16S
8S
8S
3S
12S
9S
8S
8S
16S
12S
9S
8S
8S
16S
2S
1S
9S
11S
16S
8S
10S
9S
11S
16S
8S
10S
9S
11S
5S
5S
4S
11S4S
11S
9S
13S
21S
14S
11S
2S
4S
11S
9S
11S
2S
4S
13S
14S
9S12S
4S
11S
11S
9S
14S
13S
9S
12S
11S
14S
13S
14S
13S
12S
Manual Latitude Tendon: Tendons; Num Strands; Tendon Inflection Ratio; Jacks; Tendon Points; Profile 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; 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 = 1:180
Uptown - Uptown_B_5th_r1.cpt - 12/11/2015
Manual Latitude Tendon: Standard Plan
Manual Latitude Tendon: Standard Plan - 22
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
t=8
t=8
t=7
t=8
t=8
t=8
t=8
t=8
t=7
t=8
t=7t=7
t=7
t=8
t=8t=8
t=8
t=8
t=7
t=8
t=8
t=7
t=7
t=8
t=8
t=8
t=8
t=8
t=7
t=8
t=8
t=7
t=8
t=8
t=8
t=8
t=7
t=8
t=8
t=7
t=7
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=7
t=7
t=8
t=8
t=7
t=7
t=8
t=8
t=8
t=8
t=8
t=8
t=7
t=7
t=7
t=7
t=8
t=8
t=8
t=7
t=7
t=7
t=7
43
75
71.
57
44
43
75
71.
57
44
3.5
43
75
71.
57
44
3.5
3.5
43
75
71.
57
44
3.5
43
75
71.
57
44
3.5
43
75
71.
57
44
47
1.5
74
4
43
75
71.
57
44
44
75
71.
57
44
1 .5
74
44
47
5
7
3.5
44
75
71.
57
44
3.5
3.5
44
75
71.
57
44
3.5
44
74
71.
57
44
3.5
44.
57
47
1.5
74
4
47
1.5
74
4
44.
57
47
1.5
74
4
3.5
44.
57
47
1.5
74
4
3.5
44.
57
47
1.5
75.
57
3.5
47
5.5
73.
5
3.5
44.
57
47
1.5
75.
57
3.5 3 .5
75.5
44.
57
47
1.5
7
44.
57
47
1.5
74
4
47
1.5
74
4
3.5
44
74
71.
57
44
3.5
44
74
71.
57
44
3.5
4 44
74
71.
57
44
44
74
71.
57
44
3.5
44
75
71.
57
44
3.5
44
75
71.
57
44
47
1.5
74
43.
5
44
75
71.
57
5.5
73.
5
47
5.5
73.
5
44
75
71.
57
5.5
73.
5
3.5
3.5
44
75
71.
57
5.5
7
3.5
44
75
71.
57
44
74
44
71.
57
3.5
44
74
71.
57
44
44.
57
47
1.5
74
4
44.
57
47
1.5
74
4
5 .5
73
71.
57
44
7
4
71. 5
5
4
1.57
5.5
73
71.
57
44
3.5
74
47
1.5
74
43.
5
46
71.
57
5.5
71.
57
1.5
74
43.
5
44
71.
57
5.5
71.
57
1.5
73
44
7
1.5
75.
57
1.5
71.
57
34
4
54
44
4
1.5
75.
57
1.5
71.
57
1.5
44
41.
57
5.5
71.
57
1.5
71.
54
3.5
41.
57
6.5
7
1.5
7
1.5
71.
54
4
41.
57
6 .5
71.
54
3. 53. 5
3.5
1.5
4
3S3S
3S3S
3S3S
3S3S
2S2S
2S2S
2S2S
2S2S
2S
2S2S
2S2S
2S2S
2S2S
2S
2S2S
2S2S
2S2S
2S2S
2S
2S2S
2S2S
2S2S
2S2S
2S
2S2S
2S2S
2S2S
2S2S
2S
2S2S
2S2S
2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S
2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S
3S3S
3S3S
3S3S
3S3S
1S1S
1S1S
1S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2 S2S
2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S
2S2S
2S2S
2S2S
2S2S
2S
2S2S
2S2S
2S2S
2S2S
2S
1S1S 1S
2S2S
2S2S
2S2S
2S
2S2S
2S2S
2S2S
2S2S
2S
2S2S
2S2S
2S2S
2S2S
2S
3S3S
3S3S
3S3S
3S3S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S
2S
2S2S
2S2S
2S2S
2S2S
2S
2S2S
2S2S
2S2S
2S2S
2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S
2S2 S
2S2S
2S
3S
5S2S
2S2S
2S2S
2S2S
2S2S
5S5S
1S1S
1S1S
1S1S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S
5S5S
2S2S
2S2S
2S2S
2S2S
2S
5S5 S
3S
3S
3S3S
2S2S
2S2S
2S2S
2S2S
1S
2S2S
2S2S
2S2S
2S2S
2S2S
3S
2S2S
2S2S
5S5S
2S2S
2S2S
3S
5 S5S
5S5S
5S5S
1S
4S4S
Manual Longitude Tendon: Tendons; Num Strands; Tendon Inflection Ratio; Jacks; Tendon Points; Profile 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 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 = 1:180
Uptown - Uptown_B_5th_r1.cpt - 12/11/2015
Manual Longitude Tendon: Standard Plan
Manual Longitude Tendon: Standard Plan - 23
-124-157-9.79
11.6
-167
97.8 145
-208 -195 -196
187 147
-116
146 250
-230
321 281
-167
226 275
-221 -158 -191
310 365
-318
-3.81
-358
279 304
-300
339 352
-333
271 270
-282
216 165
-172-12 -31.2
-191
172 252
-375 -354 -446
66.6
-133
-540
-70.5
1.3
-194 -166 -194 -152-281
27 97.3
-223 -154 -231 -221 -236
193
-30.5-154
-26-252
102 26
-92 -84.7-222 -142
-278-32.5 -78.7
227
-343 -290 -417
104
98.5
-222
172 98.5
-121-72.9-87.1
142258
-293
341 282
-127 -127 -138 -135 -143
96.1 142
-155 -111 -143
256 323
-308
90.7
-141
3.58
-207 -155 -63 -143
28 7.95126
304
-174
308 341
-146 -66.1 -108
111223
-239-133 -163
243
-153
-708
-50-285
131
410
-217-186-199-193
-199
-510
-244 -307
-45.6
-303-308
91.4
-17.5-138-62.5
-232-380
4.15
-163
19124.3
-213 -172
-298
416
35.7
-63.6
-128-140-106-135
-440-476-440
-23.3-214
-176
-163
-291
-213
-387
-134
-109
-123
-367
-39.
1 -46
.3
75.4
-268
-68.
3
-18.
1-1
122.73
-35
-132
94.9
236
-331
77.7
-285
46.5
-13238
.3
38
-187
-110
-331
110
-109
75.7
183
-326
-33.
8-2
65-5
7.5
-79.
5-1
39-1
08
3.01 -1
0640.3
3.3430
.8
-28.
4-1
32-47
-321
106
37.7
-103
-25.
3-7
3.5
69.9
160
-324
-15.
7-2
58
11.3
6.55 -1
01-7
6.6
2.01 -1
38-3
2.4
-39.
3-7
.21
73.5
-226-
216 -2
26
84.1
-94.
7-35
.5
-310
159
12.5
-254
10.3
-7.8
8 -104
109
177
-311
-86.
6-1
3538.1
3.55 -1
03
-250
-246
-258
28.9
-11.
8-1
06-3
2.8
-38.
4
-298
-16
-28.
9-8
2.7
110
171
-245
50.2
-234
-118
-42.
5-1
3213.1
-262
-264
125
14.9
-153
-1.5
3
56.4
-277
-3.3
5-8
9.9
35.5
88
-152
-45.
8
-488
-36.
8
163
-272
91.9
-183
17.3
29.9
-117
32.8
121
-245
355
-293
-300
51.8
-78.
1 -81.
1
192
249
-385
-400
356
246
-73.
8
-40.
6
-336
-267
-106
-152
-127
-201
-11.
339
8
-392
-381
-383
-369
-373
11.3
-166
-175
-111
-153
-56.
5
196
-576
-424
-455
-444
-455
241
Service Design: Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; 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; Self-Dead Loading: Point Load Icons; Other Dead Loading: Point Loads; Point Load Icons; Scale = 1:180Service Design - Section Analysis Plot: (Gross Section Top Concrete Stress)(Context: Max Demand)
Uptown - Uptown_B_5th_r1.cpt - 12/11/2015
Service Design: Top Stress Plan
Service Design: Top Stress Plan - 24
-173-142 -223
-10.4
-314 -291
45.5
-256 -231-73.3
-233 -273
170
-340 -305
65.3
-269 -305
127
-480 -511
48
-265
79.7
-469 -475
12.3
-511 -511
70
-434 -415
52.1
-357 -331-82.7
-221 -207-93
-356 -411
187 142 171
-313
-335
134
-398 -328 -365-263 -187 -215
62.1
-145 -129-353 -327 -245 -294
149
-437-267 -243
-355
113
-287-132
-19.8-153 -138 -55.6
-320-200 -311
10584.9187
-444
-250
54
-300 -241-107
-315 -406
123
-401 -347
-41.1 -112 -110 -196 -218
3.6
-234 -233-396 -437
140
22.1 95.7
-123
37.7
-0.467 -42.7
49
-48.8-36.6-67.6-162
254
-230 -236
160
-185 -261
225
-434
-157
-606-502
-307
14.1
-284
-600
113 97.3
-538
-114
-378
42.553.8
-313 -282 -206 -239 -277
-4.52
108
-347 -293-180 -224
135
-422
-221-165-169
-145-126-139-131
-196-201-179
-367-210
-254
-37.
9-1
14-1
80-2
38-2
30-9
4
-351
-331
162
-201
-179-1
.81
-202
-154
-286
-375
76.4
-231
43.1
-274
-149 -2
08-2
03
-264
-137
-181
107
-292
-167
-306
-361
124
-223
30.8
-169
-155-
128 -
167
-2-1
93-123 -134
-211-5
1.3
159
-271
-246
-251
-174
-210
-168
-284
-302
166
-210
23.4
-185
-194
-147
-158
-156
-167
-1.3
3 -208
-191 -208
-240
-190
-191
-180
-242
-275
-165
-185
156
-312
-207
48.5
-173
-170
-120
-283
-334
156
-91.
9 -229
-199 -204
-210-1
26
105
-215
-228
-262
-206
-262
-200
66.8
-194
-167
-154
-296
-317
96.6
-310
-230
-255
-128
-46.
1 -211
-196
-196
64.4
-309
-237
-248
-95.
9
-299
53.4
-154
-73.
4-1
94-2
42
-12.
4-1
02
-630
-39.
8-2
09-3
42
156
-248
-159
-318
-155-137
-229
-257
3.14
-381
0.27
20.15
4
-6.5
4
-283
-245
-300
-261
-338
-428
111
116
-481
-370
-11.
9
-18.
3
131
117
-54.
3-9
7-5
1.9
-167
-164
-263
-294
104
-356
-271
-551
-551
-630
202
117
158
164
-567
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 = 1:180Service Design - Section Analysis Plot: (Gross Section Bottom Concrete Stress)(Context: Max Demand)
Uptown - Uptown_B_5th_r1.cpt - 12/11/2015
Service Design: Bottom Stress Plan
Service Design: Bottom Stress Plan - 25
1 #5 T. 1 #5 T. 3 #5 T.
5 #5 T.7 #5 T.
6 #5 T.
4 #5 T.6 #5 T. 5 #5 T.
4 #5 T.
4 #5 T. 5 #5 T.6 #5 T.
7 #5 T.5 #5 T.
5 #5 T.3 #5 T.
4 #5 T.
1 #5 T.2 #5 T.
1 #5 T. 3 #5 T.
2 #5 T. 5 #5 T.9 #5 T.
7 #5 T.1 #5 T.
6 #5 T.3 #5 T.
5 #5 T.
4 #5 T. 1 #5 T.1 #5 T.
5 #5 T.5 #5 T.
6 #5 T.2 #5 T.
4 #5 T.3 #5 T.
4 #5 T.
1 #5 T.
12 #5 T.
1 #5
T.
1 #5
T.
1 #5
T.
1 #5
T.
1 #5
T.
7 #5
T.
1 #5
T.
6 #5
T.
3 #5
T.
6 #5
T.
1 #5
T.
Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Top Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; DS Design Top 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; Reinforcement: Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Scale = 1:180
Uptown - Uptown_B_5th_r1.cpt - 12/11/2015
Strength Design: Top Reinforcement Plan
Strength Design: Top Reinforcement Plan - 26
1 #4 B.3 #4 B.
1 #4 B.1 #4 B.
1 #4 B.1 #4 B.
1 #4 B.3 #4 B.
1 #4 B.1 #4 B.
1 #4 B.
1 #4 B.1 #4 B.
2 #4 B.4 #4 B.
2 #4 B.6 #4 B.
2 #4 B.3 #4 B.
2 #4 B.4 #4 B.
1 #4
B.
1 #4
B.
3 #4
B.
Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Bottom Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; DS Design Bottom 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; Reinforcement: Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Scale = 1:180
Uptown - Uptown_B_5th_r1.cpt - 12/11/2015
Strength Design: Bottom Reinforcement Plan
Strength Design: Bottom Reinforcement Plan - 27
1OK with SSR
RSR = 0.558 (USR=1.25)
2OK
USR=0.275
3OK
RSR = 0.577 (USR=1)
4OK
USR=0.678
5OK
USR=0.576
6OK with SSR
RSR = 0.707 (USR=1.21)
7OK with SSR
RSR = 0.623 (USR=1.12)
8OK
USR=0.709
9OK (non-standard section)
USR=0.743
10OK (non-standard section)
USR=0.744
11OK with SSR
RSR = 0.703 (USR=1.2)
12OK with SSR
RSR = 0.699 (USR=1.24)
13OK (non-standard section)
USR=0.897
14OK
USR=0.798
15OK with SSR (non-standard section)
RSR = 0.572 (USR=1.13)
16OK with SSR
RSR = 0.633 (USR=1.09)
17OK (non-standard section)
USR=0.779
18OK
USR=0.747
19OK with SSR
RSR = 0.749 (USR=1.34)
20OK (non-standard section)
USR=0.707
21OK with SSR
RSR = 0.608 (USR=1.06)
22OK with SSR
RSR = 0.548 (USR=1.04)
23OK
USR=0.818
24OK with SSR
RSR = 0.579 (USR=1.04)
25OK (non-standard section)
USR=0.742
26OK
USR=0.727
27OK with SSR
RSR = 0.829 (USR=1.45)
28OK
USR=0.875
29OK with SSR (non-standard section)
RSR = 0.887 (USR=1.33)
30OK (non-standard section)
USR=0.994
31OK (non-standard section)
USR=0.849
32OK (non-standard section)
USR=0.74
33OK with SSR
RSR = 0.672 (USR=1.19)
34OK with SSR
RSR = 0.604 (USR=1.02)
35OK with SSR
RSR = 0.714 (USR=1.19)
36OK with SSR (non-standard section)
RSR = 0.545 (USR=1.17)
37OK with SSR
RSR = 0.921 (USR=1.85)
38OK (non-standard section)
USR=0.422
39OK (non-standard section)
USR=0.705
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 = 1:180
Uptown - Uptown_B_5th_r1.cpt - 12/11/2015
Design Status: Punching Shear Status Plan
Design Status: Punching Shear Status Plan - 28
132
-151
-39.
224
324
313
247.5
37.2
85.7 969697
.797
.776
.176
.147.5
RSR = 0.558 (USR=1.25)USR=0.921
58.3
42.6
-9.8
65.
845.
8458
.3
USR=0.275 162224224128128
65.165.1 16282.886.586.5
84.684.675.375.3
60.860.857.157.1
5959 68.368.3
82.8RSR = 0.577 (USR=1)
USR=0.815
15012712789.689.6
112112 150USR=0.678
105122119
102102 105USR=0.576
140
128
128
263
263
275
275
140
6766.7
66.7
747480
.480
.4
89.4
89.4
89.8
89.8
82.5
82.5
7676
67RSR = 0.707 (USR=1.21)
USR=0.847
185
242
242
127
127
68.9
68.9
1859
0.9
94.3
94.3
90.3
90.3
79.2
79.2
63.5
63.5
60.1
60.1 64
.164
.175
.275
.290.9
RSR = 0.623 (USR=1.12)USR=0.889
79.7
120
120
152
152
111
111
79.7
USR=0.709
81.5146146158158
97.6 6081.5USR=0.743
150158142141141139139
131131 150USR=0.744
143
126
126
257
257
273
273
143
71.2
70.7
70.7
78.2
78.2
85.9
85.9
9696 96.6
96.6
89.1
89.1
81.3
81.3
71.2
RSR = 0.703 (USR=1.2)USR=0.911
272
188
188
88.4
88.4
172
172
2729
4.9
91.1
91.1
76.2
76.2
68.8
68.8
68.7
68.7
72.4
72.4
87.4
87.4
94.8
94.8
94.9
RSR = 0.699 (USR=1.24)USR=0.895
137190190101101
47.8USR=0.897
16916416486.286.2
9292 169USR=0.798
88.1124239
203203 88.1 71.484.894.794.994.9
79.179.1
34.934.9 3333
71.4RSR = 0.572 (USR=1.13)
USR=0.895
228154154172172
246246 22890.487.187.1
828283.383.3
91.291.294.694.6
99.799.798.398.3
90.4RSR = 0.633 (USR=1.09)
USR=0.94
16514614690.7 84
165USR=0.779
128117117147147
158158 128USR=0.747
242
292
292
174
174
124
124
242
89.9
91.3
91.3
87.6
87.6
8282
71.5
71.5
70.1
70.1
73.8
73.8
79.4
79.4
89.9
RSR = 0.749 (USR=1.34)USR=0.861
74.1126126148156
114114 74.1USR=0.707
85.5
134
134
236
236
188
188
85.56
4.8
67.7
67.7
81.3
81.3
91.2
91.2
94.9
94.9
92.1
92.1 78
.578
.568
.668
.664.8
RSR = 0.608 (USR=1.06)USR=0.895
68.9220220171171
19.6 10086.586.5
49.849.847.247.2
76.576.590.2
RSR = 0.548 (USR=1.04)USR=0.945
174124124102102
152152 174USR=0.818
163225225209209
147147 16392.596.296.2
10110199.699.6
91.991.988.288.2
83.383.384.984.9
92.5RSR = 0.579 (USR=1.04)
USR=0.953
36.296157
97.797.7 36.2USR=0.742
15796.396.3101101
162162 157USR=0.727
322
269
269
113
113
167
167
322
90.9
89.7
89.7
77.9
77.9
71.8
71.8
66.7
66.7
67.9
67.9
79.7
79.7
85.7
85.7
90.9
RSR = 0.829 (USR=1.45)USR=0.857
151
118
118
158
158
191
191
151
USR=0.875
271227227137137
12.3 98.484.884.8
35.735.736.436.4
88.488.4102 9998.4RSR = 0.887 (USR=1.33)
USR=0.959
211
-162
5.519
6USR=0.994
173
138
-29.
111
811
817
3
USR=0.849
15316116116216245.530.3
22.322.3 153USR=0.74
143
74.9
74.9
194
194
261
261
1436
4.5
61.5
61.5
64.4
64.4
73.2
73.2
88.2
88.2
91.3
91.3
88.4
88.4
79.5
79.5
64.5
RSR = 0.672 (USR=1.19)USR=0.861
10140.740.7175175
235235 10152.348.748.7
54.154.16767
84.484.48888
82.782.769.769.7
52.3RSR = 0.604 (USR=1.02)
USR=0.83
17.5150150278278
145145 17.549.755.655.6
777786.686.6
84.584.578.578.5
57.157.147.647.6
49.7RSR = 0.714 (USR=1.19)
USR=0.816
-67.6249249234234226226 -84.8
45.277.477.4797910210210110110110198.398.3
73.873.8 41
RSR = 0.545 (USR=1.17)USR=0.963
-34.4391391 -200
93.37777
46.246.256.9
RSR = 0.921 (USR=1.85)USR=0.88
10216.116.114.914.93.663.66
9090 101101102USR=0.422
61.4176176174174159159
-0.932-0.93214.3USR=0.705
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 = 1:180Design Status - Punching Plot: (Stresses,Stress Ratio)(Standard Sections 1-1, Cutoff Sections 1-1)(Max SR Context)
Uptown - Uptown_B_5th_r1.cpt - 12/11/2015
Design Status: Punching Shear Stress Plan
Design Status: Punching Shear Stress Plan - 29
(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
(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
(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
(8) [email protected] Spacing = 2.13
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 = 1:180
Uptown - Uptown_B_5th_r1.cpt - 12/11/2015
Design Status: SSR Plan
Design Status: SSR Plan - 30
5 #5 T.5 #5 T.
1 #5 T.3 #5 T.
6 #5 T. 6 #5 T.5 #5 T. 5 #5 T.
7 #5 T.7 #5 T.
7 #5 T.
7 #5 T.7 #5 T. 7 #5 T.
4 #5 T.
6 #5 T.6 #5 T.
7 #5 T.7 #5 T.
7 #5 T.7 #5 T.
7 #5 T.7 #5 T.
5 #5 T.5 #5 T.
5 #5 T.5 #5 T.
7 #5 T.6 #5 T.
6 #5 T.6 #5 T.
7 #5 T.7 #5 T.
7 #5 T.7 #5 T.
7 #5 T.7 #5 T.
5 #5 T.5 #5 T.
5 #5 T.5 #5 T.
6 #5 T.
7 #5 T.
6 #5 T. 6 #5 T.5 #5 T.
5 #5 T.7 #5 T.
9 #5 T.7 #5 T.
6 #5 T.7 #5 T.
7 #5 T.5 #5 T.
6 #5 T.6 #5 T.
1 #5 T.4 #5 T.
4 #5 T.
7 #5 T.7 #5 T.
7 #5 T.7 #5 T.
7 #5 T.7 #5 T.
2 #5 T. 5 #5 T.5 #5 T.
4 #5 T.
5 #5 T.5 #5 T.
5 #5 T. 5 #5 T. 1 #5 T.3 #5 T.
5 #5 T. 5 #5 T.
12 #5 T.
4 #5 T.4 #5 T.
2 #5 T.
3 #5 T.
4 #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 = 1:180
Uptown - Uptown_B_5th_r1.cpt - 12/11/2015
Design Status: Latitude Top Reinforcement Plan
Design Status: Latitude Top Reinforcement Plan - 31
2 #4 B.5 #4 B.
1 #4 B.1 #4 B.
3 #4 B.5 #4 B.
2 #4 B.3 #4 B.
1 #4 B.1 #4 B.
2 #4 B.2 #4 B.
1 #4 B.1 #4 B.
2 #4 B.4 #4 B.
3 #4 B.7 #4 B.
2 #4 B.4 #4 B.
3 #4 B.4 #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 = 1:180
Uptown - Uptown_B_5th_r1.cpt - 12/11/2015
Design Status: Latitude Bottom Reinforcement Plan
Design Status: Latitude Bottom Reinforcement Plan - 32
5 #5
T.
3 #5
T.3 #5
T.
3 #5
T.
7 #5
T.
7 #5
T.
1 #5
T.
5 #5
T.
5 #5
T.
5 #5
T.
5 #5
T.
7 #5
T.
7 #5
T.
7 #5
T.
6 #5
T.
6 #5
T.
6 #5
T.
6 #5
T.
6 #5
T.
1 #5
T.
7 #5
T.
7 #5
T.
6 #5
T.
6 #5
T.
6 #5
T.
6 #5
T.
6 #5
T.
1 #5
T.
7 #5
T.
7 #5
T.
7 #5
T.
7 #5
T.
7 #5
T.
7 #5
T.
7 #5
T.
7 #5
T.
6 #5
T.
6 #5
T.
7 #5
T.
7 #5
T.
7 #5
T.
7 #5
T.
7 #5
T.
5 #5
T.
5 #5
T.
7 #5
T.
7 #5
T.
7 #5
T.
7 #5
T.
7 #5
T.
2 #5
T.
3 #5
T.
7 #5
T.
3 #5
T.
6 #5 T.
6 #5
T.
7 #5
T.
4 #5
T.
5 #5
T.
5 #5
T.
6 #5
T.
5 #5
T.
3 #5
T.
5 #5
T.
5 #5
T.
6 #5
T.
5 #5
T.
3 #5
T.
3 #5
T.
4 #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 = 1:180
Uptown - Uptown_B_5th_r1.cpt - 12/11/2015
Design Status: Longitude Top Reinforcement Plan
Design Status: Longitude Top Reinforcement Plan - 33
1 #4
B.
2 #4
B.
10 #
4 B
.9
#4 B
.
10 #
4 B
.
10 #
4 B
.
5 #4
B.
4 #4
B.
3 #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 = 1:180
Uptown - Uptown_B_5th_r1.cpt - 12/11/2015
Design Status: Longitude Bottom Reinforcement Plan
Design Status: Longitude Bottom Reinforcement Plan - 34