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UptownBldg A _Roof
Uptown_bldg A_roof_r1.cpt9/7/2015
RAM Concept © 2011 Bentley Systems, Inc.RAM Concept™ is a trademark of Bentley Systems
4.1.2
9/7/15
Geometry Units
Plan Dimensions: feet Slab Thickness: inches Support Dimensions: inches
Angles: degrees Elevations: inches Support Height: feet
Loading and Reaction Unit
Point Force: Kips Line Force: kips/ft Area Force: psf
- Report As Zero: 0 Kips - Report As Zero: 0 kips/ft - Report As Zero: 0 psf
Point Moment: kip-ft Line Moment: Kips Area Moment: #/foot
- Report As Zero: 0 kip-ft - Report As Zero: 0 Kips - Report As Zero: 0 #/foot
Spring and Stiffness Unit
Point Force Spring: kips/in Line Force Spring: ksi Area Force Spring: pci
Point Moment Spring: k-ft/º Line Moment Spring: k/º Area Moment Spring: k/ftº
Slab Analysis Units
Force: Kips Moment: kip-ft Concrete Stress: psi
- Report As Zero: 0 Kips - Report As Zero: 0 kip-ft - Report As Zero: 0 psi
Force Per Width: kips/ft Moment Per Width: Kips Deflection: inches
- Report As Zero: 0 kips/ft - Report As Zero: 0 Kips - Report As Zero: 0 inches
Materials Units
Concrete Volume: cu. yds Reinforcing Area: sq. in. PT Force: Kips
Reinforcement Weight: tons Tendon Profile: inches Reinforcing Stress: ksi
PT Weight: pounds Cover: inches
Miscellaneous Unit
Floor Area: sq. ft. Density: pcf Elongations: inches
Tendon Angles (for friction): radians
Uptown - Uptown_bldg A_roof_r1.cpt - 9/7/2015
Units
Units - 2
Positive Loads
Positive Analysis
Positive Reactions
Uptown - Uptown_bldg A_roof_r1.cpt - 9/7/2015
Signs
Signs - 3
Concrete MixMix Name
Density (pcf)
Density ForLoads (pcf)
f'ci(psi)
f'c(psi)
fcui(psi)
fcu(psi)
Poissons Ratio Ec Calc
User Eci(psi)
User Ec(psi)
3000 psi 150 150 3000 3000 3725 3725 0.2 Code 2500000 3000000
4000 psi 150 150 3000 4000 3725 4975 0.2 Code 2500000 3000000
5000 psi 150 150 3000 5000 3725 6399 0.2 Code 2500000 3000000
6000 psi 150 150 3000 6000 3725 7450 0.2 Code 2500000 3000000
7000 psi 150 150 3000 7000 3725 8450 0.2 Code 2500000 3000000
8000 psi 150 150 3000 8000 3725 9754 0.2 Code 2500000 3000000
PT SystemsSystem Name Type
Aps(sq. in.)
Eps(ksi)
fse(ksi)
fpy(ksi)
fpu(ksi)
Duct Width(inches)
StrandsPer Duct
Min Radius(feet)
½" Unbonded unbonded 0.153 28000 177 243 270 0.5 1 6
½" Bonded bonded 0.153 28000 160 243 270 3 4 6
0.6" Unbonded unbonded 0.217 28000 175 243 270 0.6 1 8
0.6" Bonded bonded 0.217 28000 160 243 270 4 4 8
PT Stressing ParametersSystem Name
Jacking Stress(ksi)
Seating Loss(inches)
Anchor Friction
Wobble Friction(1/feet)
Angular Friction(1/radians)
Long-Term Losses(ksi)
½" Unbonded 216 0.25 0 0.0014 0.07 22
½" Bonded 216 0.25 0.02 0.001 0.2 22
0.6" Unbonded 216 0.25 0 0.0014 0.07 22
0.6" Bonded 216 0.25 0.02 0.001 0.2 22
Reinforcing BarsBar Name
As(sq. in.)
Es(ksi)
Fy(ksi) Coating
StraightLd/Db
90 HookLd/Db
180 HookLd/Db
#3 0.11 29000 60 None Code Code Code
#4 0.2 29000 60 None Code Code Code
#5 0.31 29000 60 None Code Code Code
#6 0.44 29000 60 None Code Code Code
#7 0.6 29000 60 None Code Code Code
#8 0.79 29000 60 None Code Code Code
#9 1 29000 60 None Code Code Code
#10 1.27 29000 60 None Code Code Code
#11 1.56 29000 60 None Code Code Code
SSR Systems
SSR System NameStud Area(sq. in.)
Head Area(sq. in.)
Min Clear HeadSpacing (inches)
Specified StudSpacing (inches)
Fy(ksi)
Stud Spacing RoundingIncrement (inches)
Min StudsPer Rail
SystemType
3/8" SSR 0.11 1.11 0.5 None 50 0.25 2 Rail
1/2" SSR 0.196 1.96 0.5 None 50 0.25 2 Rail
5/8" SSR 0.307 3.07 0.5 None 50 0.25 2 Rail
3/4" SSR 0.442 4.42 0.5 None 50 0.25 2 Rail
Uptown - Uptown_bldg A_roof_r1.cpt - 9/7/2015
Materials
Materials - 4
Loading Name Type Analysis On-Pattern Factor Off-Pattern FactorSelf-Dead Loading Self-Weight Normal 1 1
Balance Loading Balance Normal 1 1
Hyperstatic Loading Hyperstatic Hyperstatic 1 1
Temporary Construction (At Stressing) Loading Stressing Dead Normal 1 1
Other Dead Loading Dead Normal 1 1
Live (Reducible) Loading Live (Reducible) Normal 1 0
Live (Unreducible) Loading Live (Unreducible) Normal 1 0
Live (Storage) Loading Live (Storage) Normal 1 0
Live (Roof) Loading Live (Roof) Normal 1 0
Uptown - Uptown_bldg A_roof_r1.cpt - 9/7/2015
Loadings
Loadings - 5
Dead + Balance LCActive Design Criteria: <none>Analysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1 1
Balance Loading 1 1
Other Dead Loading 1 1
Initial Service LCActive Design Criteria: <none>Analysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1 1
Balance Loading 1.13 1.13
Temporary Construction (At Stressing) Loading 1 1
Service LC: D + (1.0 | 0.0) LActive Design Criteria: User Minimum Design, Code Minimum Design, Service DesignAnalysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1 1
Balance Loading 1 1
Other Dead Loading 1 1
Live (Reducible) Loading 1 0
Live (Unreducible) Loading 1 0
Live (Storage) Loading 1 0
Live (Roof) Loading 1 0
Sustained Service LCActive Design Criteria: Sustained Service DesignAnalysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1 1
Balance Loading 1 1
Other Dead Loading 1 1
Live (Reducible) Loading 0.5 0.5
Live (Unreducible) Loading 0.5 0.5
Live (Storage) Loading 1 1
Live (Roof) Loading 0.5 0.5
Factored LC: 1.4DActive Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility DesignAnalysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1.4 0.9
Hyperstatic Loading 1 1
Other Dead Loading 1.4 0.9
Uptown - Uptown_bldg A_roof_r1.cpt - 9/7/2015
Load Combinations
Load Combinations - 6
Factored LC: 1.2D + 1.6L + 0.5LrActive Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility DesignAnalysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1.2 0.9
Hyperstatic Loading 1 1
Other Dead Loading 1.2 0.9
Live (Reducible) Loading 1.6 0
Live (Unreducible) Loading 1.6 0
Live (Storage) Loading 1.6 0
Live (Roof) Loading 0.5 0
Factored LC: 1.2D + f1L + 1.6LrActive Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility DesignAnalysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 1.2 0.9
Hyperstatic Loading 1 1
Other Dead Loading 1.2 0.9
Live (Reducible) Loading 0.5 0
Live (Unreducible) Loading 1 0
Live (Storage) Loading 1 0
Live (Roof) Loading 1.6 0
LT Uncracked Deflection LCActive Design Criteria: <none>Analysis: Linear
Loading Standard Factor Alt. Envelope FactorSelf-Dead Loading 3 3
Balance Loading 3 3
Other Dead Loading 3 3
Live (Reducible) Loading 2.18 2.18
Live (Unreducible) Loading 2.18 2.18
Live (Storage) Loading 3.35 3.35
Live (Roof) Loading 2.18 2.18
Uptown - Uptown_bldg A_roof_r1.cpt - 9/7/2015
Load Combinations (2)
Load Combinations - 7
Code Minimum Desig318-05 Min. Reinforcement
User Minimum DesigSpecified Min. Reinforcement
Service Design318-05 Service Design
Include detailed section analysis
Sustained Service Design318-05 Sustained Service Design
Strength Design318-05 Strength Design
Punching Shear Design
Ductility Design318-05 Ductility Design
Uptown - Uptown_bldg A_roof_r1.cpt - 9/7/2015
Design Rules
Design Rules - 8
Load History Step Name Load CombinationDuration (days)
Total Age(days)
Uptown - Uptown_bldg A_roof_r1.cpt - 9/7/2015
Load History
Load History - 9
Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Point Supports; Point Support Icons; Line Supports; Line Support Icons; Slab Elements; Point Springs; Point Spring Icons; Line Springs; Line Spring Icons; Area Springs; Area Spring Icons; User Notes; User Lines; Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1:210
Uptown - Uptown_bldg A_roof_r1.cpt - 9/7/2015
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=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=8
5000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi t=8
5000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psi
t=85000 psit=8
5000 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
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_r1.cpt - 9/7/2015
Element: Slab Summary Plan
Element: Slab Summary Plan - 11
t=10h=9
t=10h=9
t=10h=9
t=10h=9
t=10h=9
t=10h=9
t=10h=9
t=10h=9
t=10h=9
t=10h=9
t=10h=9
t=10h=9
t=10h=9
b=24d=12h=9
5000 psi
b=12d=24h=9
5000 psi
b=12d=24h=9
5000 psi
b=12d=24h=9
5000 psi
b=12d=24h=9
5000 psi
b=12d=24h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=12d=24h=9
5000 psi
b=12d=24h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=12d=24h=9
5000 psi
b=12d=24h=9
5000 psi
b=12d=24h=9
5000 psi
b=12d=24h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=12d=24h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=12d=24h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=12d=24h=9
5000 psi
b=24d=12h=9
5000 psi
b=12d=24h=9
5000 psi
b=12d=24h=9
5000 psi
b=24d=12h=9
5000 psi
b=12d=24h=9
5000 psi
b=24d=12h=9
5000 psi
b=12d=44h=9
5000 psi
b=24d=12h=9
5000 psi
b=24d=12h=9
5000 psi
b=12d=24h=9
5000 psi
b=12d=24h=9
5000 psi
b=24d=12h=9
5000 psi
b=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_r1.cpt - 9/7/2015
Element: Supports Below Slab Summary Plan
Element: Supports Below Slab Summary Plan - 12
Other Dead Loading: Point Loads; Point Load Icons; Point Load Values; User Notes; User Lines; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:210
Uptown - Uptown_bldg A_roof_r1.cpt - 9/7/2015
Other Dead Loading: Point Loads Plan
Other Dead Loading: Point Loads Plan - 13
Fz=0.4
Fz=0.4
Fz=0.4
Fz=0.4Fz=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; 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_r1.cpt - 9/7/2015
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; 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_r1.cpt - 9/7/2015
Other Dead Loading: Area Loads Plan
Other Dead Loading: Area Loads Plan - 15
Live (Unreducible) Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Values; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:210
Uptown - Uptown_bldg A_roof_r1.cpt - 9/7/2015
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 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 Outline Only; Scale = 1:210
Uptown - Uptown_bldg A_roof_r1.cpt - 9/7/2015
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_r1.cpt - 9/7/2015
Live (Unreducible) Loading: Area Loads Plan
Live (Unreducible) Loading: Area Loads Plan - 18
0.06
0.12
0.12
0.06
0.06
0.06
0.06
0.06
0.06
0.06
0
0.06
0 0
0.12
0
0.06
0.12
0.06
0.12
0.12
0.12
0.12
0.12
0.18
0.18
0.06
0.24
0
0.18
0.12
0.06
0
0.18
0.06
0.06
0.12
0.12
0.12
0.06
0.06
-0.06
0.06
0
0.06
0
0
0.06
0.12
0.12
0.18
0.12
0.06
0
00
0.06
00
0
0
0
0.18
-0.06
0.06
0
0.12
0.06
0.24
0
0.06
0.12
0.12
0.12
0
0.18
0
0.24
0.06
0.12
0.24
0.12
0.18
0.12
0.12
0.06
0.12
0.18
0.24
0.24
0.18
0.12
0.12
0.06
0.06
0.12
0
0
0.06
0.24
0
0.18
0.12
0.3
0.3
0.06
0.24
0.12
0.36
0
0.24
0.18
0
0
0.24
0.06
0.18
0
0.24
0.06
0
0.3
0.12
0.3
0.3
0.24
0
0.18
0.18
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
-0.06 0 0.06 0.12 0.18 0.24 0.3 0.36 0.42
Min Value = -0.1156 inches @ (169.8,149) Max Value = 0.4444 inches @ (219.9,174)
Uptown - Uptown_bldg A_roof_r1.cpt - 9/7/2015
Dead + Balance LC: Std Deflection Plan
Dead + Balance LC: Std Deflection Plan - 19
0.07
0
0.07
0.14
0.070.07
0.14
0.07
0.07
0.07
0.14
0.14
0.07
0.14
0
0.07
0.14
0.07
0
0.07
0.140.14
0.21
0
0.21
0.07
0.21
0.28
0.07
0.14
0.07
0.14
0.07
0
0.07
0.07
0
0
0.28
0
0.21
0.07
0.14
0.14
0.07
0.14
0.07
0.07
0
0.07
0
0
0
0
0.14
0.07
0.07 0.07
0.14
0.14
0.07
0.07
0.070.07
0.07
0
0
0.14
-0.07
0.07
0.28
0.07
0.07
0.35
0
0.21
0.14
0.14
0.07
0.21
0.07
0.14
0
0.35
0.14
0.28
0.14
0.35
0.07
0.14
0.07
0.35
0
0.28
0.07
0.21
0.28
0.07
0.21
0
0.07
0.07
0.14
0.280.28
0
0.35
0.21
0.07
0.35
0.14
0.21
0
0.14
0.07
0.14
0.35
0.14
0.49
0.14
0.42
0.14
0.42
0.42
0.07
0
0.49
0.14
0
0.42
0.14
0.35
0.14
0.07
0.21
0.14
0.28
0.14
00
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)
-0.07 0 0.07 0.14 0.21 0.28 0.35 0.42 0.49
Min Value = -0.1156 inches @ (169.8,149) Max Value = 0.5552 inches @ (219.9,174)
Uptown - Uptown_bldg A_roof_r1.cpt - 9/7/2015
Service LC: D + (1.0 | 0.0) L: Max Deflection Plan
Service LC: D + (1.0 | 0.0) L: Max Deflection Plan - 20
0
-5-5
0
0
2.5 2.5
0 0
0
2.5
0
-2.5
0
-5
-10-20
0
-15-5
0
0
0
0
0
0
2.50 0
0
0
0
0
2.5
0
0
-2.5
0
-2.5
0
0
0
0
0
-2.5
0
-2.5
2.5
0
0
0
0
0
-2.5
5
2.5
2.5
-2.5
2.5
2.5
-2.5
-15-20
0
-5-10-7.5
-5-5
5
0
-5
02.5
5
0-7.5
2.5
5
5
0
5
2.5
0
0
0
-2.555
-2.52.5
0
0
5
0
5
0
2.5
0
-2.5
-2.5 -2.5
0 0
0
0
0
0
-2.5
0
0
2.5
0
0
0
-5
0
2.50
7.5
-7.5
0
0
-2.5
2.5
0
5
5
0
0
2.5
-2.5
2.5
0
5
0
0
5
2.5
0
0
2.5
0
7.5
5
7.5
5
-2.5
-2.5
-2.5
0
5
0
0
-7.5
5
-10
-5
-2.5
0
0
-5
-2.5
-2.5
2.5
-2.5
7.5
5
0
-2.5
0
5
7.5
2.5
7.5
0
-7.5-2.5
0
0
2.5
0
0
7.5
-7.5
-5 0
-2.5
-2.5
0
00
-5
0
2.5
0
7.5
0
0
-2.5
0
7.5
0
-2.5
-2.5
0
-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 = -24.48 Kips @ (69.12,207.4) Max Value = 10.31 Kips @ (101.7,262)
Uptown - Uptown_bldg A_roof_r1.cpt - 9/7/2015
Factored LC: 1.2D + 1.6L + 0.5Lr: Max Mx Plan
Factored LC: 1.2D + 1.6L + 0.5Lr: Max Mx Plan - 21
-2.5-5
2.5
0
5
0
5
0
0
0
5
-2.5
-5
-10-5
0
-2.5
0
0
0
0
2.5
2.5
2.5
2.5
0-2.5
2.5
2.5
2.5
2.5
2.5
0
0
0
-2.5
-2.5
-2.5
-2.5
-2.5-2.5
-5
0
-5
0
-2.5
0
0
2.5
2.5
2.5
2.5
2.5
2.5
0
2.5
5
-5-10-7.5
2.5
0
5
5
0
5
-5
2.5
2.5
-2.5
0-2.5
-2.5
0
2.5
2.5
0
0
0
0
-2.5
-5
-2.5
0
2.5
2.5
5
5
2.5
2.5
10
7.5
0
0
-2.5-2.5
00 0
2.5
2.5
00
-2.5
0
0
0
0
2.5
0
0
0
0
2.5
2.5
0
0
2.5
-2.5
0
0
0
0
2.5
7.5
7.5
2.5
2.5
0
5
0
2.5
2.5
2.5
5
5
2.5
0
2.5
-2.5
2.5
2.5
0
0
0
2.5
2.5
0
-2.5
0
0
-2.5
-10
-7.5
-2.5
2.5
0
0
-5
2.5
-2.5
0
0
0
2.5
0
0
0
5
0
5
2.5
0
7.5
0
0
0
0
0
-2.5
0
0
0
0
7.5
0
00
2.5
5
0
2.5
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 = -13.45 Kips @ (205.6,159.8) Max Value = 11.55 Kips @ (116.2,257.2)
Uptown - Uptown_bldg A_roof_r1.cpt - 9/7/2015
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=-6.78Fs=-7.34Fz=37.6Mr=-42.9Ms=-38.1
R
S
Fr=-0.0487Fs=-6.26Fz=30.8Mr=-13.9Ms=-7.18
R
S
Fr=-2.15Fs=-4.47Fz=26.2Mr=-7.58Ms=2.03
R
S
Fr=-3.48Fs=-2.99Fz=25.2Mr=-4.88Ms=7.22
R
S
Fr=-4.34Fs=3.09Fz=46.5Mr=26.3Ms=10.6
R
S
Fr=2
.39
Fs=2
.48
Fz=1
4.8
Mr=
-2.3
6M
s=-2
1.8
R
S
Fr=3.1Fs=4.83Fz=49.4Mr=35.5Ms=-27.2
R
S
Fr=-2.58Fs=-3.35Fz=97.7Mr=-17.3Ms=-16.4
R
S
Fr=-5.84Fs=0.0774Fz=97.3Mr=2.63Ms=-8.64
R
S
Fr=2.65Fs=-8.38Fz=105Mr=-33.7Ms=-20.5
R
S
Fr=-1.71Fs=3.71Fz=111Mr=25.3Ms=-3.05
R
S
Fr=-20Fs=-6.49Fz=56.4Mr=-40.9Ms=64.9
R
S
Fr=7
.18
Fs=4
.38
Fz=7
4.1
Mr=
25M
s=-5
3.3
R
S
Fr=-
5.36
Fs=-
0.16
8Fz
=144
Mr=
-5.9
7M
s=27
.3R
S
Fr=1
0.8
Fs=-
0.45
8Fz
=156
Mr=
-11.
8M
s=-6
0.4
R
S
Fr=-
1.99
Fs=2
.15
Fz=6
4.7
Mr=
4.9
Ms=
13.7
R
S
Fr=-11.6Fs=5.29Fz=93.1Mr=29.8Ms=45.6
R
S
Fr=-
2.16
Fs=5
.59
Fz=1
15M
r=23
.8M
s=41
.7R
S
Fr=1
.81
Fs=1
1Fz
=27.
5M
r=18
.7M
s=-2
.47
R
S
Fr=6
.81
Fs=0
.053
4Fz
=18.
3M
r=14
.3M
s=-4
2.9
R
S
Fr=-14.9Fs=-4.16Fz=78.9Mr=-33.9Ms=90
R
S
Fr=-11.6Fs=16.6Fz=89.6Mr=80Ms=66.2
R
S
Fr=-10.9Fs=1.64Fz=29.4Mr=0.713Ms=37.2
R
S
Fr=4.55Fs=-5.35Fz=61.7Mr=-45.7Ms=-65.1
R
S
Fr=-1.61Fs=1.4Fz=62.6Mr=-0.477Ms=-18
R
S
Fr=1
6.3
Fs=1
.22
Fz=1
18M
r=-0
.323
Ms=
-58.
3
R
S
Fr=-7.83Fs=1.01Fz=93.2Mr=-2.09Ms=21.4
R
S
Fr=1
1.5
Fs=4
.29
Fz=8
8.4
Mr=
20.2
Ms=
-31.
3R
S
Fr=-
0.56
2Fs
=9.0
9Fz
=57.
2M
r=35
.6M
s=13
.6
R
S
Fr=-6.87Fs=-0.351Fz=87.8Mr=-7.87Ms=21.3
R
S
Fr=1
1.1
Fs=1
.54
Fz=9
8M
r=5.
31M
s=-3
9
R
S
Fr=-5.48Fs=-3.15Fz=36.4Mr=-29.3Ms=28.1
R
S
Fr=-
7.53
Fs=-
0.49
2Fz
=30.
8M
r=-9
.64
Ms=
45.6
R
S
Fr=6
.85
Fs=-
0.27
1Fz
=25.
2M
r=-7
.22
Ms=
-36.
2
R
S
Fr=10.3Fs=12.6Fz=66.1Mr=80.9Ms=-77.3
R
S
Fr=6.86Fs=-3.89Fz=125Mr=-27.8Ms=-53.7
R
S
Fr=4
.29
Fs=-
0.50
4Fz
=83.
2M
r=-5
.09
Ms=
-5.4
3R
S
Fr=-
0.08
26Fs
=-0.
576
Fz=3
8M
r=-8
.56
Ms=
6.52
R
S
Fr=0.124Fs=7.05Fz=34Mr=45.4Ms=-49.1
R
S
Fr=7
.54
Fs=-
4.83
Fz=9
7.8
Mr=
-42.
6M
s=-4
5R
S
Fr=-
8.94
Fs=-
1.08
Fz=1
17M
r=-2
3.6
Ms=
52.6
R
S
Fr=-5.58Fs=1.23Fz=8.7Mr=13.4Ms=5.54
R
S
Fr=0.254Fs=-7.62Fz=122Mr=-59.4Ms=-1.49
R
S
Fr=1
3Fs
=1.9
7Fz
=193
Mr=
8.84
Ms=
-104
R
S
Fr=-4.17Fs=-33.8Fz=27Mr=-41.6Ms=17.1
R
S
Fr=-
14.2
Fs=0
.652
Fz=1
51M
r=1.
42M
s=75
.1R
S
Fr=9
.17
Fs=9
.16
Fz=1
62M
r=54
.1M
s=-5
7.6
R
S
Fr=-
0.13
6Fs
=-0.
132
Fz=3
2.8
Mr=
5.6
Ms=
5.35
R
S
Fr=-
1.99
Fs=5
.17
Fz=1
.77
Mr=
6.91
Ms=
4.11
R
S
Fr=-
17Fs
=11.
3Fz
=63.
9M
r=69
.9M
s=94
.4
R
S
Fr=-4.29Fs=-8.49Fz=3.91Mr=-12.7Ms=29
R
S
Fr=4
.2Fs
=15.
8Fz
=88.
1M
r=10
1M
s=-5
2.1
R
S
Fr=2
.02
Fs=0
.246
Fz=1
7.4
Mr=
4.67
Ms=
-13.
5R
S
Fr=-
0.49
Fs=0
.186
Fz=1
0.8
Mr=
1.99
Ms=
-1.1
2
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_r1.cpt - 9/7/2015
Factored LC: 1.2D + 1.6L + 0.5Lr: Max Reactions Plan
Factored LC: 1.2D + 1.6L + 0.5Lr: Max Reactions Plan - 23
0.4
0
0.2
0.4
0.2
0.2
0.2
0.2
0.2
00
0.2
0.4
0.2
0.2
0.2
0.2
0
0
0
0.2
0
0
0.20.4
0.2
0.6
0.4
0.4
0.2
0.2
0.8
0
0.4
0.4
0.4
0.2
0.8
0.6
0.4
0.6
0.6
0.2
0.2
0.4
0.2
-0.2
0
0
0.2
0.2
0.2
0
0.2
0.2
0.6
0.6
0.4
0.2
0.2
0.20.2
0.2
0
0.2
0
0
0
0.2
0
0.8
0.2
0.8
0
0.4
0.2
0.4
1
0.2
0.6
0
0.6
0.2
1
0.4
0
0.4
0.8
0.4
0.4
0.6
0.2
1
0
0.8
0 0
0.6
0.4
0.4
0.2
0.8
0.4
0.4
0.2
0.6
0.4
0.4
0.2
0.2
0.4
0.2
0.6
1.2
0.6
0.6
0
1
0.4
1.2
0.2
0.8
0.6
0.4
0
0
0.4
0.2
0
0.6
0.4
0.6
0
0
0.8
0
0.6
0
0
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 = -0.4005 inches @ (169.8,149) Max Value = 1.575 inches @ (219.9,174)
Uptown - Uptown_bldg A_roof_r1.cpt - 9/7/2015
LT Uncracked Deflection LC: Max Deflection Plan
LT Uncracked Deflection LC: Max Deflection Plan - 24
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=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8t=8
t=8
t=8
t=8
t=8
t=8
t=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=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=8t=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
4
4
54
4
4
4
44
4
4
44
4
4
1.25
7
7
7
7
7
7
1.25
1.25
1.25
1.25
1.25
4
4
4
4
4
7
5
7
7
7
7
7
4
4
4.5
6
1.25
1.25
1.25
1.251.25
7
7
3
5
7
7
4
6.5
4
4
4
4.5
1.25
1.25
6.5
44
7
7
7
1.25
1.25
1.25
4
4
7
7
74
4
1.25
1.25
1.25 7
7
7
4
1.25
1.25
1.25
4
4
4
4
4
4
4
4
4
7
7
7
6
44
4
7
7
1.25
1.25
1.25
1.25
1.5
4
2
4
4
7
1.25
4
7
7
6
7
7
4
5
1.25
5
2
4
7
7
4
1.25
1.25
1.25
7
7
4
7
7 5 4
4
4
4
4
4
6S
8S
12S
12S
10S
6S6S
3S3S
12S
12S
3S3S
10S
12S
8S
6S
12S
10S
12S
12S
8S
6S
10S
12S
12S
12S
6S
3S
8S
5S
6S
2S
8S
10S
10S
6S
15S
9S8S
8S
10S
10S
6S
8S
10S
9S
15S
8S
10S
8S
6S
10S
9S
9S
6S
10S
9S
2S
6S
9S
10S
6S
8S
9S
10S
2S
2S
11S
10S
6S
6S
11S
10S
6S 6S
11S
10S
6S
11S
10S
5S
2S
2S
6S
7S3S
11S
14S15S
12S
7S3S
11S
16S
8S
6S
11S
10S
12S
29S
16S
6S
8S
3S
11S
2S
2S
12S
8S
3S
10S
10S
8S
6S
8S
21S
10S
3S
10S
12S
10S
8S
3S
10S
8S
21S
10S
10S
12S
3S
10S
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_r1.cpt - 9/7/2015
Manual Latitude Tendon: Standard Plan
Manual Latitude Tendon: Standard Plan - 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=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8
t=8t=8
t=8
t=8
t=8
t=8
t=8
t=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=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=8t=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
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2S2S
3S
3S
2S
2 S2S
2S2S
2S3S
3S1S
1S
2S2S
2S2S
2S2S
2S
2S
2S2S
2S
2S2 S
2 S2S
2S2S
2S2S
2S
2S2S
2S2S
2S
2S
2S2S
2S
2S
2S2S
2 S2 S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
1S
3S3S
3S3S
2S2S
2S2S
2S2S
1S
2S
4S4S
4S4S
2S2S
2S2S
3S3S
3S3S
2S2S
2S2S
2S2S
2S2S
2S2S
4S4S
2S2S
2S2S
2S2S
2S2S
2S
4S4S
2S2S
2S2S
2S2S
2S2S
2S
2S2S
2S2S
2S2S
2S2S
3S3S
1S
4S4S
3S3S
3S3S
3S3S
3S3S
1S
3S
2S
2S
2 S
2S
5S5S
2S2S
2S2S
5S5S
5 S5S
5S9S
9S9S
9S
2S2S
2S
2S2S
2S2S
2S2S
2S
2S2S
2S2S
2S
6S2S
2S2S
8S8S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S 2S
2S
2S2S
2S2S
2S2S
2S2S
2S
2S2S
2S2S
2S
2S2S
2S
2S
2 S 1S1S
1S1S
1S
2S2S
2S2S
2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S8S
8S
2S2S
6S
2S2S
2S2S
2S
2S2S
2S2S
2S
2S2S
2S2S
2 S
2S2S
2S2S
2 S
3S3S
3S3S
3S3S
3S3S
3S3S
3S3S
2S2S
2S
2 S2S
2S2S
2S2S
2S2S
4S
4S
2S
2S2S
2S2S
2S2S
2S
2S2S
2S2S
2S
4S4S
4S4S
2S2S
2S2S
2S2S
2S2S
2S4S
4S4S
4S4S
4S4S
4S4S
2S2S
2S2S
2S2S
2S2S
2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
2S
3S3 S
3S3S
3S3S
3S3S
3S5S
5S5S
5S
2S
5S5S
5S5S
5S 2S2S
2S2S
2S2S
2S2S
2S2S
2S2S
4S4S
4S4S
2S2S
2S2S
2S2S
2S2S
2S
2S
2S
2S
2S2S
2S
2S
1S3S
3S3S
3S3S
3S1S
1S
5S5S
5S
3S3S
3S3S
3S
5S
2S2S
1S
3S1S
3S
4S4S
4S4S
3S3S
3S3S
5S
5S5S
5S5S
3S2S
5S5S
5S5S
2S2S
2S2S
Manual Longitude Tendon: Tendons; Num Strands; Tendon Inflection Ratio; Jacks; Tendon Points; Profile Values; User Notes; User Lines; Drawing Import: User 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 = 1:210
Uptown - Uptown_bldg A_roof_r1.cpt - 9/7/2015
Manual Longitude Tendon: Standard Plan
Manual Longitude Tendon: Standard Plan - 26
-164-34.7
-179 -205
69.8
-198 -216
77.4
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151
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137 78.4
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81.7
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32.3
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17
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317 323
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316 407
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242
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129 31.8 14312.9
175 178
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146 216
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139
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148 38.6
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133 164
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378
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396
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367 335
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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_r1.cpt - 9/7/2015
Service Design: Top Stress Plan
Service Design: Top Stress Plan - 27
-142 -259
-109 -81.8-291
-89.8-70.2-294 -175
53.2 37.1
-103 -73.1 -231
-118 -57.8-325
-137 -71.8-351 -271
-15.6 -43.1
-245
103
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-697
-215
62.1 53.2
-334
70.8
-246
92.4 82.2
45.6
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166
-292
79.7
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28.3
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79
-33.4
-523 -375
86.1
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-157-484
19.9 61.9
-282 -233 -317-50.2
-287 -256 -306 -240
-346 -437-398-416 -385-4.85
-297-89.7
13
94 133
-349
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-278 -98.4 -144 -68.7-237 -200
108
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-370 -413
159
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64.6
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11.6 4.61
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-388
304
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55.1
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-433 -305 -312-275-648
-103 -33.6 -104 -103 -182-99.4 -155 -47.7 -240 -93.6 -132 -37.4-292 -156
-138 -22.8-398
-139 -68.1-400 -454
73.8
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6.71
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230
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148
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158 262
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8.9
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221205 246
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122
130
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115
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46.4
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7
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4
181
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-226
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22
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5
31
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167
23.1
-402
-328
-215
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127
-184-
183
-220
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245
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172
135
106
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192
45.2
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110 -1
46
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30.6
-316
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162
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-332
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310
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0
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297
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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; Scale = 1:210Service Design - Section Analysis Plot: (Gross Section Bottom Concrete Stress)(Context: Max Demand)
Uptown - Uptown_bldg A_roof_r1.cpt - 9/7/2015
Service Design: Bottom Stress Plan
Service Design: Bottom Stress Plan - 28
1.08
29.8
30.4
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_r1.cpt - 9/7/2015
Design Status: Shear Reinforcement Plan
Design Status: Shear Reinforcement Plan - 29
1Failed
RSR = 0.718 (USR=1.39)
2OK
USR=0.598
3OK (non-standard section)
USR=0.648
4OK
USR=0.74
5OK (non-standard section)
USR=0.695
6OK (non-standard section)
USR=0.673
7OK
USR=0.849
8OK
USR=0.844
9OK
USR=0.745
10OK (non-standard section)
USR=0.977
11OK (non-standard section)
USR=0.904
12OK with SSR
RSR = 0.608 (USR=1.2)
13OK with SSR (non-standard section)
RSR = 0.728 (USR=1.13)
14OK with SSR (non-standard section)
RSR = 0.878 (USR=1.38)
15OK
USR=0.524
16OK
USR=0.984
17OK with SSR
RSR = 0.615 (USR=1.05)
18OK (non-standard section)
USR=0.756
19OK with SSR
RSR = 0.648 (USR=1.3)
20OK with SSR (non-standard section)
RSR = 0.775 (USR=1.52)
21OK with SSR (non-standard section)
RSR = 0.893 (USR=1.76)
22OK (non-standard section)
USR=0.383
23Failed
RSR = 0.912 (USR=1.73)
24OK (non-standard section)
USR=0.553
25OK with SSR (non-standard section)
RSR = 0.642 (USR=1.05)
26OK (non-standard section)
USR=0.781
27OK (non-standard section)
USR=0.837
28OK with SSR
RSR = 0.592 (USR=1.17)
29OK (non-standard section)
USR=0.76
30OK (non-standard section)
USR=0.865
31OK (non-standard section)
USR=0.927
32OK
USR=0.757
33OK (non-standard section)
USR=0.63
34OK with SSR (non-standard section)
RSR = 0.833 (USR=1.64)
35OK with SSR (non-standard section)
RSR = 0.75 (USR=1.19)
36OK
USR=0.625
37OK (non-standard section)
USR=0.719
38OK (non-standard section)
USR=0.935
39OK with SSR (non-standard section)
RSR = 0.648 (USR=1.04)
40OK with SSR
RSR = 0.645 (USR=1.09)
41OK with SSR (non-standard section)
RSR = 0.935 (USR=1.04)
42OK with SSR (non-standard section)
RSR = 0.631 (USR=1.1)
43OK with SSR (non-standard section)
RSR = 0.958 (USR=1.57)
44OK (non-standard section)
USR=0.27
45OK with SSR
RSR = 0.786 (USR=1.31)
46OK with SSR
RSR = 0.91 (USR=1.56)
47OK (non-standard section)
USR=0.672
48OK
USR=0.572
49OK with SSR
RSR = 0.847 (USR=1.67)
50Failed
USR=1.8
51OK
USR=0.361
52OK with SSR
RSR = 0.597 (USR=1.2)
53OK
USR=0.195
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_r1.cpt - 9/7/2015
Design Status: Punching Shear Status Plan
Design Status: Punching Shear Status Plan - 30
1.08
29.8
30.4
294-97.5
-13.5 29485.7114
109 70.570.585.7
RSR = 0.718 (USR=1.39)USR=1.07
85.7
46.446.487.6
12785.7USR=0.598
54.5
33.433.4116
13854.5USR=0.648
39
25.325.3143
15739USR=0.74
56.9
83.383.314714713911056.9
USR=0.695
-30.
8
45.7
143-3
0.8
USR=0.673 103180180103103
25.8USR=0.849
182150150119119
151151 182USR=0.844
156160160144144
139139 156USR=0.745
212
148148111111
175175212USR=0.977
150
198198193193
145145150USR=0.904
70.5-20164
254254 70.5 55.867.599.1
87.387.3
39.339.3 31.531.5
55.8RSR = 0.608 (USR=1.2)
USR=0.934
201
190
190
242
242
253
253
201
96.8
95.4
95.4
93.8
93.8
95.1
95.1
99.5
99.5
101
101
103
103
10198.896
.8
RSR = 0.649 (USR=1.13)USR=0.967
309
287
287
172
172
194
194
309
95.8
95.3
95.3
87.7
87.7
83.2
83.2
78.3
78.3
78.8
78.8
86.4
86.4
90.8
90.8
95.8
RSR = 0.794 (USR=1.38)USR=0.903
82.2
91.1
91.1
117
117
108
108
82.2
USR=0.52472.9127127214214
160160 72.9USR=0.984
116
160
160
239
239
196
196
1167
6.4
78.9
78.9
909097
.797
.7
100
100
97.5
97.5
86.4
86.4
78.7
78.7
76.4
RSR = 0.615 (USR=1.05)USR=0.943
160
71.6
71.6
19.6
19.61
08
USR=0.756
-27.
7
247
247
-275
34.5
80.2
80.2
37.2
37.2
-20.
8RSR = 0.648 (USR=1.3)USR=0.756
-94.2228228
3233231.35
89.879.379.3
47.147.1
5050
92.892.8103
RSR = 0.775 (USR=1.52)USR=0.973
222373373
147147-4.43
99.1
10010089.289.2
57.257.2
55.355.3
81.481.490.8
RSR = 0.893 (USR=1.76)USR=0.946
9.2310.510.581.381.3
8080 9.23USR=0.383
36785
10.6 367 90.1136
142125125 50.250.2
90.1RSR = 0.912 (USR=1.73)
USR=1.34
117101101
4958.5
85.285.2 117USR=0.553
237
237
237
126
126
126
126
2379
5.4
95.3
95.3
87.8
87.8
80.3
80.3
72.8
72.8
72.8
72.8
72.9
72.9
80.4
80.4
87.9
87.9
95.4
RSR = 0.61 (USR=1.05)USR=0.899
125121121162162
166166 125USR=0.781
148
184
184
125
125
88.1
88.1
148
USR=0.837
247
173
173
72.6
72.61
4798.1
83.3
83.3
28.2
28.2
24.6
24.6
67.8
67.882
.5RSR = 0.592 (USR=1.17)USR=0.925
116
63.375.8138138164164 116USR=0.76
183
193
193
119
119
109
109
183
USR=0.865
30.3197197 44.4
USR=0.927
5.2
31.6
160
134
134
5.2
USR=0.757
107
134
30.7
4.58
4.58
107
USR=0.63
120
34834866.6
-162120 40.7
48.848.8
91.991.9101
65.556.656.6
40.7RSR = 0.833 (USR=1.64)
USR=0.95
269218218116116
166166 269 102101101
92.392.385.384.6
82.882.884.184.1
92.692.6 98.598.5
102RSR = 0.69 (USR=1.19)
USR=0.962
138
129
129
118
118
128
128
138
USR=0.625
129
66.3
66.3
89.3
89.31
52
USR=0.719
19.819819859.559.5
-119USR=0.935
232
151
151
69.1
69.1
150
1502
3289
.3
81.5
81.5
66.3
66.3
61.5
61.5
60.1
60.1
67.9
67.9
838387.
987
.9
89.3
RSR = 0.596 (USR=1.04)USR=0.842
155
110
110
206
206
251
2511
5573
.1
69.7
69.7
74.8
74.8
79.1
79.1
9191 94.3
94.3
89.3
89.384
.984
.9
73.1
RSR = 0.645 (USR=1.09)USR=0.889
202-45.4-45.4
49.1
29.3-1.12-1.12
25.525.582.782.789.7RSR = 0.935 (USR=1.04)
USR=0.846
246
132132130130
24324324689.7
81.381.3
72.572.572.472.4
80.780.7
89.189.1
97.997.99898
89.7RSR = 0.631 (USR=1.1)
USR=0.924
387
403
403
206
206
190
190
387
99.6
99.7
99.7
93.4
93.4
9090
83.4
83.4
83.4
83.4 84.2 85
.389
.689
.693
.193
.1
99.6
RSR = 0.881 (USR=1.57)USR=0.94
49.7
-1.38-1.3814.314.3
68.368.358.8
USR=0.27
160
163
163
306
306
303
303
160
73.8
73.8
73.8
81.8
81.8
87.3
87.3
9595 94.9
94.9
878781
.481
.4
73.8
RSR = 0.786 (USR=1.31)USR=0.895
256
354
354
244
244
146
146
256
97.5
99.7
99.7
99.8
99.8
95.6
95.6
83.5
83.5
81.3
81.3
81.2
81.2
85.4
85.4
97.5
RSR = 0.91 (USR=1.56)USR=0.941
143
54.9
54.9
32.6
32.61
20
USR=0.672
-1213333
43.7USR=0.572
-156
84.6
84.6
354
354
113
61.9
52.6
52.6
37.5
37.5
47.1
47.1
94.2
94.2
104
RSR = 0.847 (USR=1.67)USR=0.976
19.8
382
382
235
235
-127
USR=1.8
76.6
57.2
57.2
19.1
19.1
38.6
USR=0.361
-25496.896.8
35.4
-62.2-11.4-11.439.639.6
21.7RSR = 0.597 (USR=1.2)
USR=0.586
41.3
23.9
23.9
20.7
20.7
38.2
USR=0.195
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_r1.cpt - 9/7/2015
Design Status: Punching Shear Stress Plan
Design Status: Punching Shear Stress Plan - 31
1.08
29.8
30.4
(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
(7) [email protected] Spacing = 2.63
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
(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
(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_r1.cpt - 9/7/2015
Design Status: SSR Plan
Design Status: SSR Plan - 32
1.08
29.8
30.4
3 #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.
2 #5 T.
6 #5 T. 6 #5 T.
3 #5 T.
6 #5 T. 8 #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.
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_r1.cpt - 9/7/2015
Design Status: Latitude Top Reinforcement Plan
Design Status: Latitude Top Reinforcement Plan - 33
1.08
29.8
30.4
3 #4 B.5 #4 B.
1 #4 B.2 #4 B.
7 #4 B.7 #4 B.
3 #4 B.
5 #4 B.
3 #4 B.5 #4 B.
8 #4 B.
9 #4 B.10 #4 B.
10 #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_r1.cpt - 9/7/2015
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.
6 #5
T.
6 #5
T.
6 #5
T.
6 #5
T.
6 #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.
6 #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.
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.
4 #5
T.
4 #5
T.
4 #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.
5 #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
T.
3 #5
T.
3 #5
T.
5 #5
T.
5 #5
T.
6 #5
T.
6 #5
T.
Design Status: Longitude Span Designs; Span Design Top Bars; Span Design Bar Descriptions; Longitude DS Designs; DS Design Top Bars; User Notes; User Lines; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Reinforcement: Longitude User Concentrated Reinf.; Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Longitude User Distributed Reinf.; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Scale = 1:210
Uptown - Uptown_bldg A_roof_r1.cpt - 9/7/2015
Design Status: Longitude Top Reinforcement Plan
Design Status: Longitude Top Reinforcement Plan - 35
9 #4
B.
8 #4
B.
2 #4
B.
2 #4
B.
3 #4
B.
3 #4
B.
5 #4
B.
5 #4
B.
10 #
4 B
.7
#4 B
.8
#4 B
.
3 #4
B.
1 #4
B.
14 #
4 B
.
3 #4
B.
6 #4
B.
2 #4
B.
2 #4
B.
Design Status: Longitude Span Designs; Span Design Bottom Bars; Span Design Bar Descriptions; Longitude DS Designs; DS Design Bottom Bars; User Notes; User Lines; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Reinforcement: Longitude User Concentrated Reinf.; Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Longitude User Distributed Reinf.; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Scale = 1:210
Uptown - Uptown_bldg A_roof_r1.cpt - 9/7/2015
Design Status: Longitude Bottom Reinforcement Plan
Design Status: Longitude Bottom Reinforcement Plan - 36
STDesign 3.1 Decon® Studrail® Designroof-col25&C, Page 1
PROJECT DATAProject name: UptownProject number: UptownEngineer: srDate: 07 September 2015File path: C:\vsl\uptown\Bldg A\roof\col_grid C2&5.srp
INPUT DATAConnection name: roof-col25&C
General: Slab:Design code: ACI 421.1R-99 Effective depth, d: 6.750 inSystem of units: US (in, k, k-ft, psi) Slab thickness: 8.000 in
Top cover: 1.000 inConnection: Bottom cover: 1.000 inConnection location: Edge - East Concrete compressive strength, f'c: 5000 psiColumn dimension, cx: 12.00 in Concrete density: Normal weightColumn dimension, cy: 24.00 in Prestress, fpc: 125.0 psiOverhang dimension, ox: 0.000 in
Studrails:Loads: 2003/2006 IBC ductility requirement: NoVu: 88.00 k Stud yield strength, fyv: 5.000×104 psiMux: 52.00 k-ft Stud diameter: 0.5 inMuy: -101.0 k-ft Typical stud spacing, S: Automatic
End stud spacing, S0: AutomaticNumber of studrails: Automatic
Openings:None.
STDesign 3.1 Decon® Studrail® Designroof-col25&C, Page 2
STUDRAIL SUMMARYNumber of studrails per column: 7 Typical stud spacing, S: 3.375 inNumber of studs per studrail: 15 End stud spacing, S0: 2.625 inStud diameter: 0.5 in Overall height of studrail: 6.000 in
OUTPUT DATAInner Critical Section (d/2 outside of column face):Common PropertiesArea, Ac: 415.1 in2 Critical Section Perimeter, b0: 61.50 inNatural Axis Properties Principal Axis PropertiesCentroid coordinate, ex: -5.531 in Centroid coordinate, e1: -5.531 inCentroid coordinate, ey: 0.0 in Centroid coordinate, e2: 0.0 inSection moment of inertia, Ix: 6.542×104 in4 Section moment of inertia, I1: 6.542×104 in4
Section moment of inertia, Iy: 1.022×104 in4 Section moment of inertia, I2: 1.022×104 in4
Section product of inertia, Ixy: 0.0 in4 Principal axis rotation, (theta): 0.0 degreesMoment fraction, v1: 0.4853Moment fraction, v2: 0.2675
Natural Axis Loads Principal Axis LoadsVu: 88.00 k Vu: 88.00 kMux: 52.00 k-ft Mu1: 52.00 k-ftMuy: -101.0 k-ft Mu2: -101.0 k-ftStressesMaximum shear stress, vu: 356.1 psi Shear resistance, vn (concrete only): at x = -9.375 in, y = -15.38 in 212.1 psi
Shear resistance, vn (with Studrails): 407.4 psiShear resistance, vn (upper limit): 424.3 psi
Outer Critical Section (d/2 outside of reinforced zone):Common PropertiesArea, Ac: 1347 in2 Critical Section Perimeter, b0: 199.5 inNatural Axis Properties Principal Axis PropertiesCentroid coordinate, ex: -32.19 in Centroid coordinate, e1: -32.19 inCentroid coordinate, ey: 0.0 in Centroid coordinate, e2: 0.0 inSection moment of inertia, Ix: 2.498×106 in4 Section moment of inertia, I1: 2.498×106 in4
Section moment of inertia, Iy: 5.336×105 in4 Section moment of inertia, I2: 5.336×105 in4
Section product of inertia, Ixy: 0.0 in4 Principal axis rotation, (theta): 0.0 degreesMoment fraction, v1: 0.4853Moment fraction, v2: 0.2675
Natural Axis Loads Principal Axis LoadsVu: 88.00 k Vu: 88.00 kMux: 52.00 k-ft Mu1: 52.00 k-ftMuy: -101.0 k-ft Mu2: -101.0 k-ftStressesMaximum shear stress, vu: 104.3 psi Shear resistance, vn: 106.1 psi at x = 6.000 in, y = -65.25 in
Design Comments:For prestressed slabs, concrete strength above 4900 psi does not result in increased punching resistance.
STDesign 3.1 Decon® Studrail® Designroof-col25&C, Page 3
PLAN VIEW
ELEVATION VIEW
STDesign 3.1 Decon® Studrail® Designroof-col11&w, Page 1
PROJECT DATAProject name: UptownProject number: UptownEngineer: srDate: 07 September 2015File path: C:\vsl\uptown\Bldg A\roof\col_grid W&11.srp
INPUT DATAConnection name: roof-col11&w
General: Slab:Design code: ACI 421.1R-99 Effective depth, d: 6.750 inSystem of units: US (in, k, k-ft, psi) Slab thickness: 8.000 in
Top cover: 1.000 inConnection: Bottom cover: 1.000 inConnection location: Corner - Northwest Concrete compressive strength, f'c: 5000 psiColumn dimension, cx: 24.00 in Concrete density: Normal weightColumn dimension, cy: 12.00 in Prestress, fpc: 125.0 psiOverhang dimension, ox: 0.000 inOverhang dimension, oy: 0.000 in Studrails:
2003/2006 IBC ductility requirement: NoLoads: Stud yield strength, fyv: 5.000×104 psiVu: 61.00 k Stud diameter: 0.5 inMux: 45.00 k-ft Typical stud spacing, S: AutomaticMuy: 65.00 k-ft End stud spacing, S0: Automatic
Number of studrails: Automatic
Openings:None.
STDesign 3.1 Decon® Studrail® Designroof-col11&w, Page 2
STUDRAIL SUMMARYNumber of studrails per column: 5 Typical stud spacing, S: 3.375 inNumber of studs per studrail: 11 End stud spacing, S0: 2.625 inStud diameter: 0.5 in Overall height of studrail: 6.000 in
OUTPUT DATAInner Critical Section (d/2 outside of column face):Common PropertiesArea, Ac: 288.6 in2 Critical Section Perimeter, b0: 42.75 inNatural Axis Properties Principal Axis PropertiesCentroid coordinate, ex: 6.610 in Centroid coordinate, e1: 8.396 inCentroid coordinate, ey: -6.610 in Centroid coordinate, e2: 4.111 inSection moment of inertia, Ix: 5972 in4 Section moment of inertia, I1: 2.639×104 in4
Section moment of inertia, Iy: 2.399×104 in4 Section moment of inertia, I2: 3576 in4
Section product of inertia, Ixy: 6993 in4 Principal axis rotation, (theta): -71.09 degreesMoment fraction, v1: 0.400Moment fraction, v2: 0.2576
Natural Axis Loads Principal Axis LoadsVu: 61.00 k Vu: 61.00 kMux: 45.00 k-ft Mu1: -46.91 k-ftMuy: 65.00 k-ft Mu2: 63.64 k-ftStressesMaximum shear stress, vu: 345.2 psi Shear resistance, vn (concrete only): at x = 15.38 in, y = -9.375 in 212.1 psi
Shear resistance, vn (with Studrails): 414.3 psiShear resistance, vn (upper limit): 424.3 psi
Outer Critical Section (d/2 outside of reinforced zone):Common PropertiesArea, Ac: 625.5 in2 Critical Section Perimeter, b0: 92.67 inNatural Axis Properties Principal Axis PropertiesCentroid coordinate, ex: 26.43 in Centroid coordinate, e1: 38.35 inCentroid coordinate, ey: -27.90 in Centroid coordinate, e2: 2.441 inSection moment of inertia, Ix: 1.678×105 in4 Section moment of inertia, I1: 3.940×105 in4
Section moment of inertia, Iy: 2.370×105 in4 Section moment of inertia, I2: 1.080×104 in4
Section product of inertia, Ixy: 1.885×105 in4 Principal axis rotation, (theta): -50.20 degreesMoment fraction, v1: 0.400Moment fraction, v2: 0.0
Natural Axis Loads Principal Axis LoadsVu: 61.00 k Vu: 61.00 kMux: 45.00 k-ft Mu1: -21.13 k-ftMuy: 65.00 k-ft Mu2: 76.18 k-ftStressesMaximum shear stress, vu: 101.9 psi Shear resistance, vn: 106.1 psi at x = 51.75 in, y = 6.000 in
Design Comments:For prestressed slabs, concrete strength above 4900 psi does not result in increased punching resistance.
STDesign 3.1 Decon® Studrail® Designroof-col11&w, Page 3
PLAN VIEW
ELEVATION VIEW
