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UptownBldg A _Roof (rev 4_12_16)
Uptown_bldg A_roof_r2.cpt4/13/2016
RAM Concept © 2015 Bentley Systems, Inc.RAM Concept™ is a trademark of Bentley Systems
5.2.1
4/12/16
Geometry Units
Plan Dimensions: feet Slab Thickness: inches Support Dimensions: inchesAngles: 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 psfPoint 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: pciPoint 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 psiForce 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: yd³ Reinforcing Area: in² PT Force: KipsReinforcement Weight: tons Tendon Profile: inches Reinforcing Stress: ksiPT Weight: pounds Cover: inches
Miscellaneous Unit
Floor Area: ft² Density: pcf Elongations: inchesTendon Angles (for friction): radians
Uptown - Uptown_bldg A_roof_r2.cpt - 4/13/2016
Units
Units - 2
Positive Loads
Positive Analysis
Positive Reactions
Uptown - Uptown_bldg A_roof_r2.cpt - 4/13/2016
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 30000004000 psi 150 150 3000 4000 3725 4975 0.2 Code 2500000 30000005000 psi 150 150 3000 5000 3725 6399 0.2 Code 2500000 30000006000 psi 150 150 3000 6000 3725 7450 0.2 Code 2500000 30000007000 psi 150 150 3000 7000 3725 8450 0.2 Code 2500000 30000008000 psi 150 150 3000 8000 3725 9754 0.2 Code 2500000 3000000
PT SystemsSystem Name Type
Aps(in²)
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 6½" Bonded bonded 0.153 28000 160 243 270 3 4 60.6" Unbonded unbonded 0.217 28000 175 243 270 0.6 1 80.6" 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 22½" Bonded 216 0.25 0.02 0.001 0.2 220.6" Unbonded 216 0.25 0 0.0014 0.07 220.6" Bonded 216 0.25 0.02 0.001 0.2 22
Reinforcing BarsBar Name
As(in²)
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(in²)
Head Area(in²)
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 Rail1/2" SSR 0.196 1.96 0.5 None 50 0.25 2 Rail5/8" SSR 0.307 3.07 0.5 None 50 0.25 2 Rail3/4" SSR 0.442 4.42 0.5 None 50 0.25 2 Rail
Uptown - Uptown_bldg A_roof_r2.cpt - 4/13/2016
Materials
Materials - 4
Loading Name Type Analysis On-Pattern Factor Off-Pattern FactorSelf-Dead Loading Self-Weight Normal 1 1Balance Loading Balance Normal 1 1Hyperstatic Loading Hyperstatic Hyperstatic 1 1Temporary Construction (At Stressing) Loading Stressing Dead Normal 1 1Other Dead Loading Dead Normal 1 1Live (Reducible) Loading Live (Reducible) Normal 1 0Live (Unreducible) Loading Live (Unreducible) Normal 1 0Live (Storage) Loading Live (Storage) Normal 1 0Live (Roof) Loading Live (Roof) Normal 1 0
Uptown - Uptown_bldg A_roof_r2.cpt - 4/13/2016
Loadings
Loadings - 5
Dead + Balance LCActive Design Criteria: <none>Analysis: LinearLoading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1 1Balance Loading 1 1Other Dead Loading 1 1
Initial Service LCActive Design Criteria: <none>Analysis: LinearLoading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1 1Balance Loading 1.13 1.13Temporary Construction (At Stressing) Loading 1 1
Service LC: D + (1.0 | 0.0) LActive Design Criteria: User Minimum Design, Code Minimum Design, Service DesignAnalysis: LinearLoading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1 1Balance Loading 1 1Other Dead Loading 1 1Live (Reducible) Loading 1 0Live (Unreducible) Loading 1 0Live (Storage) Loading 1 0Live (Roof) Loading 1 0
Sustained Service LCActive Design Criteria: Sustained Service DesignAnalysis: LinearLoading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1 1Balance Loading 1 1Other Dead Loading 1 1Live (Reducible) Loading 0.5 0.5Live (Unreducible) Loading 0.5 0.5Live (Storage) Loading 1 1Live (Roof) Loading 0.5 0.5
Factored LC: 1.4DActive Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility DesignAnalysis: LinearLoading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1.4 0.9Hyperstatic Loading 1 1Other Dead Loading 1.4 0.9
Uptown - Uptown_bldg A_roof_r2.cpt - 4/13/2016
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: LinearLoading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1.2 0.9Hyperstatic Loading 1 1Other Dead Loading 1.2 0.9Live (Reducible) Loading 1.6 0Live (Unreducible) Loading 1.6 0Live (Storage) Loading 1.6 0Live (Roof) Loading 0.5 0
Factored LC: 1.2D + f1L + 1.6LrActive Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility DesignAnalysis: LinearLoading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1.2 0.9Hyperstatic Loading 1 1Other Dead Loading 1.2 0.9Live (Reducible) Loading 0.5 0Live (Unreducible) Loading 1 0Live (Storage) Loading 1 0Live (Roof) Loading 1.6 0
LT Uncracked Deflection LCActive Design Criteria: <none>Analysis: LinearLoading Standard Factor Alt. Envelope FactorSelf-Dead Loading 3 3Balance Loading 3 3Other Dead Loading 3 3Live (Reducible) Loading 2.18 2.18Live (Unreducible) Loading 2.18 2.18Live (Storage) Loading 3.35 3.35Live (Roof) Loading 2.18 2.18
Uptown - Uptown_bldg A_roof_r2.cpt - 4/13/2016
Load Combinations (2)
Load Combinations - 7
Code Minimum Desig318-05 Min. Reinforcement
User Minimum DesigSpecified Min. Reinforcement
Service Design318-05 Service DesignInclude detailed section analysis
Sustained Service Design318-05 Sustained Service Design
Strength Design318-05 Strength DesignPunching Shear Design
Ductility Design318-05 Ductility Design
Uptown - Uptown_bldg A_roof_r2.cpt - 4/13/2016
Design Rules
Design Rules - 8
Load History Step Name Load CombinationDuration (days)
Total Age(days)
Uptown - Uptown_bldg A_roof_r2.cpt - 4/13/2016
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_roof_r2.cpt - 4/13/2016
Element: Standard Plan
Element: Standard Plan - 10
t=85000 psi
t=85000 psi
t=7.255000 psi
t=7.255000 psi
t=85000 psi
t=7.255000 psi
t=7.255000 psi
t=7.255000 psi
t=7.255000 psi
t=7.255000 psi
t=7.255000 psi
t=7.255000 psi
t=85000 psi
t=7.255000 psi
t=7.255000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psit=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 psit=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=7.255000 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=7.255000 psi
t=7.255000 psi
t=7.255000 psi
t=7.255000 psi
t=7.255000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=7.255000 psi
t=7.255000 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=7.255000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=7.255000 psi
t=7.255000 psi
t=7.255000 psi
t=7.255000 psi
t=7.255000 psi
t=7.255000 psi
t=7.255000 psi
t=7.255000 psi
t=7.255000 psi
t=7.255000 psi
t=7.255000 psi
t=85000 psi
t=85000 psit=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=7.255000 psi
t=7.255000 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=7.255000 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=7.255000 psi
t=7.255000 psi
t=7.255000 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_roof_r2.cpt - 4/13/2016
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=12d=24h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=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_roof_r2.cpt - 4/13/2016
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_roof_r2.cpt - 4/13/2016
Other Dead Loading: Point Loads Plan
Other Dead Loading: Point Loads Plan - 13
Fz=0.4
Fz=0.4
Fz=0.4
Fz=0.4Fz=0.4Fz=0.4
Fz=0.5Fz=0.5
Fz=0.4Fz=0.4
Fz=0.4
Fz=0.4
Fz=0.4Fz=0.4
Fz=0.8
Fz=0.8Fz=0.8Fz=0.8
Fz=0.8Fz=0.8
Fz=0.8
Fz=0.8
Fz=0.4Fz=0.4
Fz=0.4Fz=0.4
Fz=0.4
Fz=0.4
Fz=0.7
Fz=0.7
Fz=1.2Fz=1.2
Fz=1.2Fz=1.2
Fz=0.7
Fz=0.7
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=0.4
Fz=0.4
Fz=0.8
Fz=0.8
Fz=0.4
Fz=0.4
Fz=0.8Fz=0.8
Fz=0.8Fz=0.8
Fz=0.5
Fz=0.5
Fz=0.5
Fz=0.5
Fz=0.4Fz=0.4
Fz=0.8
Fz=0.8
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_roof_r2.cpt - 4/13/2016
Other Dead Loading: Line Loads Plan
Other Dead Loading: Line Loads Plan - 14
Fz=150
Fz=150Fz=150
Fz=150
Fz=30Fz=30
Fz=30Fz=30
Fz=150
Fz=150Fz=150
Fz=150
Fz=150
Fz=150Fz=150
Fz=150
Fz=150
Fz=150Fz=150
Fz=150
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_roof_r2.cpt - 4/13/2016
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_roof_r2.cpt - 4/13/2016
Live (Unreducible) Loading: Point Loads Plan
Live (Unreducible) Loading: Point Loads Plan - 16
Fz=0.15
Fz=0.15
Fz=0.15Fz=0.15
Fz=0.15Fz=0.15
Fz=0.15
Fz=0.15
Fz=0.15
Fz=0.15
Fz=0.15Fz=0.15
Fz=0.15Fz=0.15
Fz=0.15
Fz=0.15
Live (Unreducible) 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_roof_r2.cpt - 4/13/2016
Live (Unreducible) Loading: Line Loads Plan
Live (Unreducible) Loading: Line Loads Plan - 17
Fz=30
Fz=30
Fz=30Fz=30
Fz=30
Fz=30Fz=30 Fz=30
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_roof_r2.cpt - 4/13/2016
Live (Unreducible) Loading: Area Loads Plan
Live (Unreducible) Loading: Area Loads Plan - 18
0.06
0
0.12
0
00
0
0.06
0.06
0.06
0.06
0.06
0.06
0.06
0.06
0
0.06
0.12
0
0.06
0.06
0.06
0.12
0.18
0 0
0.06
0.12
0.18
0
0.06
0.18
0
0
0.06
0.06
0
0.06
0.06
0.12
0.12
0.06
0.06
0
0
0
0.06
0.06
0.060.060.06
0
0.18
0.06
0.24
0.120.06
0
0
0
0
00
0
0.06
0
-0.06
0
0.06
0
0.12
0
0.18
0
0.18
0.12
0.06
0.12
0.06
0.12
0.24
0
0
0.12
0.06
0.06
0.06
0.06
0.06
0.12
0.24
0.18
0
0.12
0.12
0.24
0.18
0.06
0.06
0.12
0.06
0.12
0
0.06
0
0.18
0.06
0.06
0.06
0.18
0
0.3
0.36
0.06
0.12
0
0.3
0
0.36
0
0
0.18
0
0.24
0.06
0.36
00
0.3
0.12
0.24
0.06
0.12
0.24
0
0
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
-0.12 -0.06 0 0.06 0.12 0.18 0.24 0.3 0.36
Min Value = -0.1471 inches @ (165.8,149) Max Value = 0.4392 inches @ (219.9,174)
Uptown - Uptown_bldg A_roof_r2.cpt - 4/13/2016
Dead + Balance LC: Std Deflection Plan
Dead + Balance LC: Std Deflection Plan - 19
0
0.07
0.07
0
0.07
0.070.07
0.14
0.14
0.07
0.07
0.07
0.14
0
0.14
0.07
0.14
0.07
0.07
0.14
0
0
0.14
0
0.14
0.21
0.07
0.14
0.14
0.07
0.28
0.21
0.28
0.14
0.21
0
0.07
0
0.28
0
0.14
0.21
0.21
0
0.14
0.07
0
0.14
0.14
0.21
0.21
0
0
0
0.07
0.07
0
0.140.21
0.21
0.28
0.14
0.14 0.07
0.14
0.07
0
0
0
0.07
0
0
0.07
0.14
0
0.21
0
0.21
0
0.070.07
0.14
0.35
0.07
0.21
0.07
0.21
0.07
0.28
0.14
0.28
0.070.07
0.14
0.28
0.35
0.21
0.14
0.07
0
0.07
0.14
0.28
0.14
0.14
0.21
0.21
0
0.21
0.07
0.35
0.21
0.28
0.21
0.07
0.21
0.07
0.07
0
0.28
0.07
0.07
0.35
0.14
0.42
0.14
0.42
0.210.21
0.07
0
0.28
0
0.07
0.35
0.07
0.42
0
0.21
0.140.07
0.21
0.07
0
0.210.14
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)
-0.14 -0.07 0 0.07 0.14 0.21 0.28 0.35 0.42
Min Value = -0.1471 inches @ (165.8,149) Max Value = 0.5515 inches @ (219.9,174)
Uptown - Uptown_bldg A_roof_r2.cpt - 4/13/2016
Service LC: D + (1.0 | 0.0) L: Max Deflection Plan
Service LC: D + (1.0 | 0.0) L: Max Deflection Plan - 20
2.5
-2.5
2.5
5-10
-2.5
2.5
0
2.5
2.5
0
-2.5
0
2.5
0
2.5
-5
-15-17.5
2.5
0
0
0
2.5
2.5
2.5
0
0
2.5
0
2.5
0
2.5
0
0
-2.5
2.5
2.5
0
-2.5
0
-2.5
5
0
0
5
-5
-5
-2.5
0
-2.5
00
0
0
0
0
2.5
0
2.5
0
5
0
0
0
0
2.5
-7.5
0
-2.5
-2.5
0
2.5
0
2.5
0
-2.5
2.52.5
2.5
-2.5
2.5
-5
-2.5-2.5
0
00
0
0
0
7.5
-5
5
7.5
2.5
-2.5
2.5
0
0
0
2.5
2.5
0
-2.5
2.52.5
0
0
0
0
2.5
2.5
0
0
-2.5
5
5
0
0
0
2.5 2.5
-5
0
2.5
2.5
0
0-2.5
0
5
-2.5
5
0
-2.5-2.5-2.5
5
0
0
-2.5
-2.5
5
0
5
0
2.5
0
2.5
5
0
0
2.5
2.5
2.5
0
5
0
0
5
2.5
0
-2.5
-5
0
0
0
-2.5
0
-10
5
-10
0
0
2.5
-5
0
0
5
0
2.5
2.5
-2.5
0
-2.5
0
-5
2.5
5
0
-2.5
5
2.5
-5
2.5
-7.5-5
7.5
0
-12.5
0
0
-2.5
-5
5
-10
0
0
-5
0
7.5
0
2.5
0
0
-2.5
-2.5
0
-2.5
-2.5
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 = -24.69 Kips @ (69.12,207.4) Max Value = 10.78 Kips @ (101.5,257.3)
Uptown - Uptown_bldg A_roof_r2.cpt - 4/13/2016
Factored LC: 1.2D + 1.6L + 0.5Lr: Max Mx Plan
Factored LC: 1.2D + 1.6L + 0.5Lr: Max Mx Plan - 21
0
0
0
2.5
-10
-10
-2.5
2.5
0
0
0
0
00
0
0
0
-2.5
-2.5
2.5
-7.5
-5
0
0
2.5
-2.5
0
0
2.5
2.5
2.5
2.5
-7.5
0 2.5
2.5
2.5
2.5
0
0
0
0
0
-2.5
-2.5
0
-5
-5
-7.5
2.5
-2.5
0
-2.5
0
0
0
2.5
0
2.5
2.5
0
5
0
0
2.5
0
2.5
0
0
5
0
0
0
2.5
-2.5
0
0
7.5
0
0
0
0
0
0
00
0
0
0
0
0-2.5-2.5
0
0
2.5
2.5
2.5
57.5
5
2.5
2.5
0
0-2.5
-5
0
0
0
2.5
2.5
0
2.5
2.5
0
0
2.50
0
0
0
0
-2.5
2.5-5
-12.5
0
0
-2.5
2.5
-2.5
0
2.5
-5
5
5
0
2.5
0
-2.5
2.5
-2.5
5
2.5
5
-2.5
0
5
0
2.5
2.5
2.5
5
0
5
2.5
2.5
-2.5
0
2.5
0
0
0
2.5
2.5
0
-2.5
2.5
-2.5
-5
0
-7.5
-2.5
2.5
0
0
-5
2.5
-2.5
0
0
0
0
2.5
2.5
0
5
2.5
5
0
2.5
7.5
0
0
0
2.5
0
-2.5
0
0
0
0
7.5
2.5
0
5
0
5
0
2.5
0
0
-2.5
0
2.5
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 = -16.06 Kips @ (170.5,160.1) Max Value = 10.64 Kips @ (77.16,256.6)
Uptown - Uptown_bldg A_roof_r2.cpt - 4/13/2016
Factored LC: 1.2D + 1.6L + 0.5Lr: Max My Plan
Factored LC: 1.2D + 1.6L + 0.5Lr: Max My Plan - 22
R
S
Fr=-7.4Fs=-6.1Fz=36.4Mr=-35.9Ms=-37.5
R
S
Fr=-0.183Fs=-7.37Fz=35.5Mr=-17.3Ms=-6.45
R
S
Fr=-4.24Fs=-6.88Fz=36.2Mr=-20.5Ms=14
R
S
Fr=-5.98Fs=0.545Fz=37.1Mr=18.1Ms=21.5
R
S
Fr=-6.73Fs=-0.667Fz=61.9Mr=2.97Ms=24.7
R
S
Fr=2
.03
Fs=4
.09
Fz=2
0.7
Mr=
7.95
Ms=
-21.
7
R
S
Fr=3.98Fs=4.56Fz=48.6Mr=34.5Ms=-29.4
R
S
Fr=-2.1Fs=-3.73Fz=95.9Mr=-19.3Ms=-19.8
R
S
Fr=-5.75Fs=0.288Fz=95.6Mr=4.1Ms=-10.9
R
S
Fr=2.69Fs=-8.96Fz=104Mr=-35.2Ms=-20.8
R
S
Fr=-1.73Fs=3.26Fz=109Mr=22.9Ms=-3.69
R
S
Fr=-20.9Fs=-6.25Fz=55.9Mr=-39.5Ms=67
R
S
Fr=7
.12
Fs=4
.38
Fz=7
4M
r=25
Ms=
-53.
1R
S
Fr=-
5.38
Fs=0
.099
Fz=1
43M
r=-4
.52
Ms=
27.3
R
S
Fr=1
0.9
Fs=-
0.09
74Fz
=156
Mr=
-10.
1M
s=-6
0.3
R
S
Fr=-
1.91
Fs=2
.42
Fz=6
4.9
Mr=
6.09
Ms=
13.4
R
S
Fr=-11.7Fs=5.75Fz=92.3Mr=32.3Ms=44.5
R
S
Fr=-
2.9
Fs=6
.63
Fz=1
14M
r=29
.2M
s=47
.4R
S
Fr=2
.78
Fs=1
5.5
Fz=3
7.3
Mr=
40.7
Ms=
-7.8
1
R
S
Fr=7
.8Fs
=0.1
67Fz
=21.
1M
r=14
.8M
s=-4
9.2
R
S
Fr=-14.6Fs=-7.22Fz=88Mr=-53.5Ms=88.2
R
S
Fr=-10.7Fs=14Fz=97.6Mr=63Ms=60
R
S
Fr=-11.3Fs=1.88Fz=29.1Mr=1.48Ms=37.9
R
S
Fr=4.32Fs=-4.25Fz=68Mr=-40.6Ms=-72.2
R
S
Fr=-2.02Fs=1.74Fz=63.2Mr=0.675Ms=-16.9
R
S
Fr=1
6.9
Fs=1
.68
Fz=1
16M
r=1.
65M
s=-5
8.7
R
S
Fr=-8.21Fs=1.55Fz=93.4Mr=-0.156Ms=22.5
R
S
Fr=1
3Fs
=4.3
9Fz
=87.
2M
r=20
.5M
s=-3
4.5
R
S
Fr=-
0.04
08Fs
=9.3
5Fz
=63.
6M
r=35
.8M
s=11
.8
R
S
Fr=-6.61Fs=-0.183Fz=89.2Mr=-7.75Ms=18.9
R
S
Fr=1
1.8
Fs=1
.48
Fz=9
5.7
Mr=
5.03
Ms=
-39.
7
R
S
Fr=-5.7Fs=-2.45Fz=42.7Mr=-26.6Ms=36.2
R
S
Fr=-
7.12
Fs=1
.3Fz
=40.
2M
r=1.
25M
s=43
.4R
S
Fr=8
.9Fs
=-0.
211
Fz=3
3.7
Mr=
-6.9
7M
s=-4
7.4
R
S
Fr=7.84Fs=9.32Fz=75Mr=60.1Ms=-62.2
R
S
Fr=5.11Fs=-4.4Fz=130Mr=-31.4Ms=-43.4
R
S
Fr=4
.7Fs
=-0.
846
Fz=8
0.9
Mr=
-6.9
6M
s=-6
.03
R
S
Fr=0
.986
Fs=-
3.85
Fz=4
8.2
Mr=
-27.
2M
s=0.
775
R
S
Fr=-1.66Fs=6.22Fz=35.3Mr=40.2Ms=-39.4
R
S
Fr=7
.58
Fs=-
4.83
Fz=9
7.1
Mr=
-43
Ms=
-45
R
S
Fr=-
8.53
Fs=-
1.54
Fz=1
15M
r=-2
6.7
Ms=
50.3
R
S
Fr=-5.86Fs=1.24Fz=8.61Mr=13.3Ms=5.91
R
S
Fr=0.268Fs=-7.28Fz=121Mr=-58.7Ms=-1.33
R
S
Fr=1
3Fs
=2.0
6Fz
=192
Mr=
9.11
Ms=
-103
R
S
Fr=-4.39Fs=-33.5Fz=27Mr=-41.4Ms=17.8
R
S
Fr=-
14Fs
=0.7
04Fz
=152
Mr=
1.7
Ms=
74.3
R
S
Fr=9
.28
Fs=9
.13
Fz=1
62M
r=53
.8M
s=-5
7.6
R
S
Fr=0
.157
Fs=-
1.94
Fz=4
0.9
Mr=
-3.1
4M
s=3.
93R
S
Fr=-
1.96
Fs=5
.48
Fz=1
.9M
r=7.
31M
s=4
R
S
Fr=-
17.9
Fs=1
1.8
Fz=6
7.5
Mr=
72.7
Ms=
100
R
S
Fr=-4.29Fs=-10.1Fz=1.95Mr=-16.5Ms=28.1
R
S
Fr=5
.06
Fs=1
4.3
Fz=9
7.4
Mr=
92M
s=-6
0.3
R
S
Fr=2
Fs=0
.255
Fz=1
7.4
Mr=
4.71
Ms=
-13.
4R
S
Fr=-
0.34
3Fs
=0.2
32Fz
=10.
6M
r=2.
13M
s=-1
.82
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_roof_r2.cpt - 4/13/2016
Factored LC: 1.2D + 1.6L + 0.5Lr: Max Reactions Plan
Factored LC: 1.2D + 1.6L + 0.5Lr: Max Reactions Plan - 23
0
0.2
0.2
0.4
0.2
0
0.20.2
0.2
0.2
0.2
0.2
0.4
0.2
0.4
0.2
0.4
0.2
0
0.2
0.4
0.4
0
0.4
0.2
0.4
0.2
0.4
0.6
0.4
0.4
0.4
0.6
0.4
0.6
0.6
0
0.2
0
0
0.6
0.4
0.6
0.6
0
0.6
0.2
0.20
0.20.2
0.2
0
0
0.2
0
0.2
0.4
0.6
0.4
0.8
0.4
0.2
0.2
0.2
00
0.2
0
0.2
0.2
-0.2
0
0.4
0.2
0.2
0
0
0.2
0.8
0.8
0.2
0.4
0.8
1
0.2
0.6
0.4
0.6
0
0.8
0.6
0.2
0.8
0.6
0.8
0.2
0.4
0.6
0.6
0.2
0.4
0.4
0.2
0.4
0.2
0.8
0
0.6
0.2
0.6
0.6
0.8
0.6
0.2
0.8
0
0.4
0.4
0.8
0.2
0.2
1
0.4
1.2
0.2
0.8
0.6
0
0.2
0
0.6
0
0.4
0.8
1
0.2
0.2
0.6
0.2
0.2
0.8
0.2
0
0.4
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)
-0.4 -0.2 0 0.2 0.4 0.6 0.8 1 1.2
Min Value = -0.5126 inches @ (165.8,149) Max Value = 1.562 inches @ (219.9,174)
Uptown - Uptown_bldg A_roof_r2.cpt - 4/13/2016
LT Uncracked Deflection LC: Max Deflection Plan
LT Uncracked Deflection LC: Max Deflection Plan - 24
t=8
t=8
t=7.25
t=7.25
t=8
t=7.25
t=7.25
t=7.25
t=7.25
t=7.25
t=7.25
t=7.25
t=8
t=7.25
t=7.25
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=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=7.25
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=7.25
t=7.25
t=7.25
t=7.25
t=7.25
t=8 t=8
t=8
t=8
t=7.25
t=7.25
t=8
t=8
t=8
t=8
t=8
t=8
t=8t=8
t=8
t=7.25
t=8
t=8
t=8
t=8
t=7.25
t=7.25
t=7.25
t=7.25
t=7.25
t=7.25
t=7.25
t=7.25
t=7.25
t=7.25
t=7.25
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=7.25
t=7.25
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=8
t=7.25
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=8
t=8
t=8
t=7.25
t=7.25
t=7.25
4
3.5
4
3.5
3.5
3.5
54
4
4
4
4
4
4
4
44
4
4
44
4
4
4
4
4
4
1.25
7
7
7
7
7
7
1.25
1.25
1.25
1.25
1.25
4
4
4
4
4
7
5
7
7
7
7
7
4
4
4.5
6
3.5
1.25
1.25
1.25
1.251.25
7
7
3
4
5
4
4
3.5
7
7
4
6.5
4
4
4
4
4
4
3.5
3.5
3.5
4.5
1.25
1.25
6.5
4
44
7
7
7
3.5 3.5
1.253
1.25
1.25
4
4
7
7
7
74
4
1.25
1.25
1.25
3.5
3
3.5
7
7
7
44
1.25
1.25
1.25
3.5
3.5
3.5
3.5
3.5
3.5
4
4
4
4
44
4
4
4
4
4
4
4
4
4
7
7
7
3.5
6
4
4
4
4
4
4
44
4
7
7
1.25
3.5
1.25
1.25
1.25
1.5
4
2
4
4
7
1.25
4
7
7
6
7
7
3.5
4
5
1.25
5
2
4
7
7
4
3.5
1.25
1.25
1.25
7
7
4
7
7
4
4
5 4
4
4
4
4
4
4
4
3.5
3.5
6S
6S
6S
4S
2S
8S
12S
12S
10S
6S6S
3S3S
6S
6S
4S
2S
12S
12S
3S3S
10S
12S
8S
6S
12S
10S
12S
12S
8S
6S
10S
12S
12S
12S
7S
3S
8S
5S
6S
2S
8S
10S
10S
7S
15S
9S8S
8S
10S
2S
10S
7S
8S
10S
9S
15S
8S
10S
8S
2S
2S
2S
7S
10S
2S
2S
2S
9S
9S
7S
10S
9S
2S7S
4S
9S
10S
2S
6S
9S
9S
10S
4S
2S
2S
11S
10S
7S4S
6S
2S
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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_roof_r2.cpt - 4/13/2016
Manual Latitude Tendon: Standard Plan
Manual Latitude Tendon: Standard Plan - 25
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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_roof_r2.cpt - 4/13/2016
Manual Longitude Tendon: Standard Plan
Manual Longitude Tendon: Standard Plan - 26
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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 Top Concrete Stress)(Context: Max Demand)
Uptown - Uptown_bldg A_roof_r2.cpt - 4/13/2016
Service Design: Top Stress Plan
Service Design: Top Stress Plan - 27
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-29.
3
-29.
1-6
.48
-135
149
-265
-384
69.8
-254
-251
-84.
9-2
13-3
33
214
166
-245
-150
-391
-174-
102
-289
-278
-446
-499
-74.
7
-56.
8-1
03-9
9.6
-229
-352
-214
-240
-572
103
-176
-15.
8-2
60-2
09-2
70-3
9.9
-159
-115
-613
63.2
-109
-45.
1 -63
.3
-118
-226-
220
-224
-115
-128
-356
-361
-137
-210
-147
-354
22.5
-474
-211
-213
-1.2
-54.
5-4
04-4
09-1
82-3
06-1
19-2
43-3
2.1
-103
-249-2
13 -216
-1.3
2
-50.
1-3
91-3
58-1
39-1
70-1
12-2
24-2
30-4
.23
-422
-263
-301
-164
-433
70.1
-188-3
6.6
1814
010
9212
-332
45.8
64.6
-245
-262
-102
-176
-169
-182
-141
-201
-280-2
02 -208
-173-
102
-463
-224
-316
-380
-91.
6
10.6
-585
-133-
116 -
168
16
-403
-331
-248
-130-
128 -
184
-220
-476
-478
237
-660
-680
167
130
102
-546
-576
185
39.4
-235-
158 -2
01
-194-129 -1
31
-651
28.5
-316
-512
164
90.7
-419
73.5
-330
-324 -1
320
-107
0
-310
-611
-508
-477
360
-456
-79.
4-4.
65-2
62-4
44-7
60
51.7
-49.
1-3
51
165
-383
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_roof_r2.cpt - 4/13/2016
Service Design: Bottom Stress Plan
Service Design: Bottom Stress Plan - 28
1.08
2 #4
@ 4
.47
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_roof_r2.cpt - 4/13/2016
Design Status: Shear Reinforcement Plan
Design Status: Shear Reinforcement Plan - 29
1OK with SSR
RSR = 0.616 (USR=1.19)
2OK
USR=0.736
3OK (non-standard section)
USR=0.412
4OK (non-standard section)
USR=0.444
5OK (non-standard section)
USR=0.568
6OK (non-standard section)
USR=0.488
7OK
USR=0.85
8OK
USR=0.839
9OK
USR=0.737
10OK (non-standard section)
USR=0.967
11OK (non-standard section)
USR=0.873
12OK with SSR
RSR = 0.608 (USR=1.2)
13OK with SSR (non-standard section)
RSR = 0.727 (USR=1.12)
14OK with SSR (non-standard section)
RSR = 0.875 (USR=1.36)
15OK
USR=0.525
16OK
USR=0.974
17OK with SSR
RSR = 0.634 (USR=1.08)
18OK (non-standard section)
USR=0.535
19OK with SSR
RSR = 0.738 (USR=1.48)
20OK with SSR (non-standard section)
RSR = 0.874 (USR=1.72)
21OK with SSR (non-standard section)
RSR = 0.774 (USR=1.35)
22OK (non-standard section)
USR=0.387
23OK with SSR (non-standard section)
RSR = 0.898 (USR=1.7)
24OK (non-standard section)
USR=0.551
25OK with SSR (non-standard section)
RSR = 0.636 (USR=1.03)
26OK (non-standard section)
USR=0.779
27OK (non-standard section)
USR=0.819
28OK with SSR
RSR = 0.684 (USR=1.35)
29OK (non-standard section)
USR=0.758
30OK (non-standard section)
USR=0.847
31OK (non-standard section)
USR=0.966
32OK (non-standard section)
USR=0.498
33OK (non-standard section)
USR=0.894
34OK (non-standard section)
USR=0.928
35OK with SSR (non-standard section)
RSR = 0.762 (USR=1.18)
36OK
USR=0.616
37OK (non-standard section)
USR=0.553
38OK (non-standard section)
USR=0.844
39OK with SSR (non-standard section)
RSR = 0.646 (USR=1.03)
40OK with SSR
RSR = 0.639 (USR=1.07)
41OK with SSR (non-standard section)
RSR = 0.948 (USR=1.06)
42OK with SSR (non-standard section)
RSR = 0.624 (USR=1.08)
43OK with SSR (non-standard section)
RSR = 0.956 (USR=1.57)
44OK (non-standard section)
USR=0.272
45OK with SSR
RSR = 0.786 (USR=1.3)
46OK with SSR
RSR = 0.908 (USR=1.56)
47OK (non-standard section)
USR=0.8
48OK
USR=0.592
49OK with SSR
RSR = 0.889 (USR=1.75)
50OK with SSR (non-standard section)
RSR = 0.951 (USR=1.87)
51OK
USR=0.361
52OK with SSR
RSR = 0.613 (USR=1.23)
53OK
USR=0.193
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_roof_r2.cpt - 4/13/2016
Design Status: Punching Shear Status Plan
Design Status: Punching Shear Status Plan - 30
1.08
252-34.6
-2.57 252 45.577.5
99.459.859.8 5.715.71
45.5RSR = 0.616 (USR=1.19)
USR=0.937
97.8
48.848.8107
15697.8USR=0.736
64.2
23.523.549.249.254.154.1
94.994.9909064.2USR=0.412
20.1
56.456.494.794.7102102
65.865.858.558.520.1USR=0.444
72.6
75.175.112512512512512412412212211411472.6
USR=0.568
67.6
100
100
104
104
83.1
-276
7.6
USR=0.488 10618018097.297.2
23.4USR=0.85
184149149111111
146146 184USR=0.839
154161161141141
133133 154USR=0.737
213
146146108108
175175213USR=0.967
149
192192186186
142142149USR=0.873
64.5-19170
254254 64.5 54.866.699.1
87.387.3
38.838.8 30.830.8
54.8RSR = 0.608 (USR=1.2)
USR=0.935
199
190
190
242
242
250
250
199
96.4
95.1
95.1
93.7
93.7
9595
99.3
99.3
101
101
102
102
10098.396
.4
RSR = 0.644 (USR=1.12)USR=0.961
307
288
288
174
174
192
192
307
95.7
95.2
95.2
87.8
87.8
83.4
83.4
78.3
78.3
78.7
78.7
86.1
86.1
90.5
90.5
95.7
RSR = 0.789 (USR=1.36)USR=0.902
81.6
92.7
92.7
118
118
107
107
81.6
USR=0.52570.4129129214214
155155 70.4USR=0.974
103
156
156
246
246
193
193
1037
3.2
76.3
76.3
89.3
89.3
9898
100
100
97.2
97.2
84.2
84.2
75.5
75.5
73.2
RSR = 0.634 (USR=1.08)USR=0.946
89.4
126
126
121
121
92.5
92.5
19.3
19.34
7.5
USR=0.535
-21.
9
277
277
-313
4590.6
90.6
41.3
41.3
-21.
7RSR = 0.738 (USR=1.48)USR=0.854
-72.2214214
36536578.5
95.887.387.3
66.166.1
67.967.9
94.194.1103103104104103
RSR = 0.874 (USR=1.72)USR=0.981
53.3
160222305305
15015067.467.453.3
86.587.287.290.990.991.191.190.190.1
75.775.7
676766.666.6
57.857.858.958.9 62.9
RSR = 0.646 (USR=1.35)USR=0.859
7.3610.110.182.182.1
79.479.4 7.36USR=0.387
361189
29.7 361 21.7333334.634.6103
76.8
49.549.5 2525
21.7RSR = 0.898 (USR=1.7)
USR=0.973
117101101
51.460.4
86.186.1 117USR=0.551
233
236
236
124
124
121
121
233
9494.1
94.1
86.8
86.8
79.2
79.2
71.3
71.3
71.3
71.2
71.2
71.2
78.6
78.6
86.1
86.1
94
RSR = 0.606 (USR=1.03)USR=0.887
123122122165165
165165 123USR=0.779
148
186
186
120
120
82.8
82.8
148
USR=0.819
286
174
174
58.9
58.91
71104
88.4
88.4
27.9
27.9
24.8
24.8
74.2
74.289
.5RSR = 0.684 (USR=1.35)USR=0.978
119
66.778.5139139164164 119
USR=0.758
181
190
190
114
114
105
105
181
USR=0.847
110205205 53.8
USR=0.966
18.5
24.2
24.2
25.2
25.2
112
112
112
112
106
106
18.5
USR=0.498
138
190
54.8
3.59
3.59
138
USR=0.894
116
237237140140122122
1.481.4819.919.9116USR=0.928
270212212130130
187187 270 94.793.693.6
87.187.182.982.8
81.981.98383
89.589.5 9393
94.7RSR = 0.693 (USR=1.18)
USR=0.892
137
124
124
113
113
125
125
137
USR=0.616
124
103
79.4
63.1
63.1
105
1051
21121
124
USR=0.553
35.317917967.767.7
-76.1USR=0.844
231
150
150
67.7
67.7
149
1492
3188
.8
80.9
80.9
65.7
65.7
60.9
60.9
59.5
59.5
67.4
67.4
82.6
82.687
.587
.5
88.8
RSR = 0.595 (USR=1.03)USR=0.837
157
106
106
198
198
248
2481
5772
.2
68.4
68.4
72.7
72.7
76.8
76.8
88.8
88.8
92.6
92.6
88.3
88.384
.284
.2
72.2
RSR = 0.639 (USR=1.07)USR=0.873
204-47-47
50
29.2-1.76-1.76
25.125.183.283.290.4RSR = 0.948 (USR=1.06)
USR=0.852
243
131131129129
24024024388.8
80.480.4
71.871.871.771.7
79.979.9
88.388.3
96.996.99797
88.8RSR = 0.624 (USR=1.08)
USR=0.915
386
402
402
206
206
189
189
386
104
104
104
97.6
97.6
93.5
93.5
85.9
85.9
85.8
85.8
86.3 87
.492
.492
.496
.596
.5
104
RSR = 0.879 (USR=1.57)USR=0.983
49.1
-1.66-1.6614.914.9
68.668.658.5
USR=0.272
161
164
164
306
306
303
303
161
747474
828287
.487
.4
9595 94.9
94.9
878781
.581
.5
74
RSR = 0.786 (USR=1.3)USR=0.895
255
353
353
244
244
146
146
255
97.3
99.5
99.5
99.6
99.6
95.4
95.4
83.3
83.3
81.1
81.1
818185
.385
.3
97.3
RSR = 0.908 (USR=1.56)USR=0.939
161
74.8
74.8
83.6
83.61
70USR=0.8
-1263737
42.9USR=0.592
-1628888
371
371
121
635454
33.8
33.8
41.2
41.2
90.1
90.1 99
RSR = 0.889 (USR=1.75)USR=0.934
113
397
397
227
227
-56.
698
.9989889.7
89.7
65.6
65.6
65.5
65.5
89.3
89.3
97.1
99.2
98.9
RSR = 0.951 (USR=1.87)USR=0.935
76.5
57.2
57.2
19.3
19.3
38.6
USR=0.361
-2618181
42.2
-71-18.3-18.335.835.8
18.7RSR = 0.613 (USR=1.23)
USR=0.67
40.9
24.7
24.7
19.6
19.6
35.7
USR=0.193
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_roof_r2.cpt - 4/13/2016
Design Status: Punching Shear Stress Plan
Design Status: Punching Shear Stress Plan - 31
1.08
(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
(5) [email protected] Spacing = 2.63
1/2" SSR
(7) [email protected] Spacing = 2.63
1/2" SSR
(10) [email protected] Spacing = 2.25
1/2" SSR
(5) [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
(4) [email protected] Spacing = 2.63
1/2" SSR
(10) [email protected] Spacing = 2.63
1/2" SSR
(10) [email protected] Spacing = 2.5
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_roof_r2.cpt - 4/13/2016
Design Status: SSR Plan
Design Status: SSR Plan - 32
1.08
1 #5 T.
5 #5 T.
1 #5 T.
1 #5 T.2 #5 T.
6 #5 T. 6 #5 T.
6 #5 T.6 #5 T.
3 #5 T.3 #5 T.
6 #5 T.6 #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. 7 #5 T.7 #5 T.
6 #5 T.
5 #5 T. 4 #5 T.
5 #5 T. 6 #5 T.6 #5 T.
3 #5 T. 6 #5 T. 6 #5 T.
4 #5 T. 4 #5 T.4 #5 T.
4 #5 T.
7 #5 T.
4 #5 T.4 #5 T.
4 #5 T. 4 #5 T.4 #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.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. 7 #5 T.8 #5 T.
5 #5 T.5 #5 T.
5 #5 T.5 #5 T.
5 #5 T.5 #5 T.
5 #5 T.
9 #5 T.9 #5 T.
7 #5 T.7 #5 T.
5 #5 T.
7 #5 T.7 #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.
1 #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_roof_r2.cpt - 4/13/2016
Design Status: Latitude Top Reinforcement Plan
Design Status: Latitude Top Reinforcement Plan - 33
1.08
1 #4 B.2 #4 B.
6 #4 B.6 #4 B.
3 #4 B.4 #4 B.
2 #4 B.
3 #4 B.4 #4 B.
8 #4 B.
8 #4 B.10 #4 B.
9 #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_roof_r2.cpt - 4/13/2016
Design Status: Latitude Bottom Reinforcement Plan
Design Status: Latitude Bottom Reinforcement Plan - 34
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.
6 #5
T.
8 #5
T.
7 #5
T.
7 #5
T.
5 #5
T.
7 #5
T.
5 #5
T.
5 #5
T.
5 #5
T.
4 #5
T.
6 #5
T.
6 #5
T.
7 #5
T.
7 #5
T.
1 #5
T.
6 #5
T.
6 #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.
1 #5
T.
6 #5
T.
6 #5
T.
6 #5
T.
6 #5
T.
6 #5
T.
1 #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.
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.
6 #5
T.
6 #5
T.
5 #5
T.
5 #5
T.
4 #5
T.
6 #5
T.
6 #5
T.
10 #
5 T.
4 #5
T.
4 #5
T.
7 #5
T.
7 #5
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3 #5
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3 #5
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1 #5
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3 #5
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3 #5
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6 #5
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6 #5
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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_roof_r2.cpt - 4/13/2016
Design Status: Longitude Top Reinforcement Plan
Design Status: Longitude Top Reinforcement Plan - 35
9 #4
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8 #4
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2 #4
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1 #4
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3 #4
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2 #4
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3 #4
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5 #4
B.
9 #4
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6 #4
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8 #4
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3 #4
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1 #4
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14 #
4 B
.
5 #4
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9 #4
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2 #4
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3 #4
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2 #4
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2 #4
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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_roof_r2.cpt - 4/13/2016
Design Status: Longitude Bottom Reinforcement Plan
Design Status: Longitude Bottom Reinforcement Plan - 36
![THE REASONABLE CROSS-SECTION SHAPE FOR THE TUNNEL … · The Hyperstatic Reaction Method has been given by Duddeck and Erdmann [8], Takano [4], Oreste [8]. Hyperstatic Reaction Method](https://img.pdfslide.us/doc/110x75/5e473912dce702428f3456a1/the-reasonable-cross-section-shape-for-the-tunnel-the-hyperstatic-reaction-method.jpg)
