Uptown B 5th r1 - planroom.redteamsoftware.com · Hyperstatic Loading Hyperstatic Hyperstatic 1 1...

UptownBldg B _5th Fl

Uptown_B_5th_r1.cpt12/11/2015

RAM Concept © 2011 Bentley Systems, Inc.RAM Concept™ is a trademark of Bentley Systems

4.1.2

12/11/15

Geometry Units

Plan Dimensions: feet Slab Thickness: inches Support Dimensions: inches

Angles: degrees Elevations: inches Support Height: feet

Loading and Reaction Unit

Point Force: Kips Line Force: kips/ft Area Force: psf

- Report As Zero: 0 Kips - Report As Zero: 0 kips/ft - Report As Zero: 0 psf

Point Moment: kip-ft Line Moment: Kips Area Moment: #/foot

- Report As Zero: 0 kip-ft - Report As Zero: 0 Kips - Report As Zero: 0 #/foot

Spring and Stiffness Unit

Point Force Spring: kips/in Line Force Spring: ksi Area Force Spring: pci

Point Moment Spring: k-ft/º Line Moment Spring: k/º Area Moment Spring: k/ftº

Slab Analysis Units

Force: Kips Moment: kip-ft Concrete Stress: psi

- Report As Zero: 0 Kips - Report As Zero: 0 kip-ft - Report As Zero: 0 psi

Force Per Width: kips/ft Moment Per Width: Kips Deflection: inches

- Report As Zero: 0 kips/ft - Report As Zero: 0 Kips - Report As Zero: 0 inches

Materials Units

Concrete Volume: cu. yds Reinforcing Area: sq. in. PT Force: Kips

Reinforcement Weight: tons Tendon Profile: inches Reinforcing Stress: ksi

PT Weight: pounds Cover: inches

Miscellaneous Unit

Floor Area: sq. ft. Density: pcf Elongations: inches

Tendon Angles (for friction): radians

Uptown - Uptown_B_5th_r1.cpt - 12/11/2015

Units

Units - 2

Positive Loads

Positive Analysis

Positive Reactions


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






#9 1 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


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


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


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


Balance 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


Balance Loading 1 1


Live (Reducible) Loading 0.5 0.5

Live (Unreducible) Loading 0.5 0.5


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


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




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




Live (Reducible) Loading 0.5 0

Live (Unreducible) Loading 1 0


Live (Roof) Loading 1.6 0

LT Uncracked Deflection LCActive Design Criteria: <none>Analysis: Linear


Balance 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


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


Design Rules

Design Rules - 8

Load History Step Name Load CombinationDuration (days)

Total Age(days)


Load History

Load History - 9

Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Point Supports; Point Support Icons; Line Supports; Line Support Icons; Slab Elements; Point Springs; Point Spring Icons; Line Springs; Line Spring Icons; Area Springs; Area Spring Icons; User Notes; User Lines; Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1:180


Element: Standard Plan

Element: Standard Plan - 10

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=75000 psi

t=75000 psi

t=85000 psi

t=85000 psi

t=75000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=75000 psi

t=85000 psi

t=75000 psi

t=75000 psi

t=75000 psi

t=85000 psi

t=85000 psit=8

5000 psi

t=85000 psi

t=85000 psi

t=75000 psi

t=85000 psi

t=85000 psi

t=75000 psi

t=75000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=75000 psi

t=85000 psi

t=85000 psi

t=75000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=75000 psi

t=85000 psi

t=85000 psi

t=75000 psit=75000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=75000 psi

t=75000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=75000 psi

t=75000 psi

t=85000 psi

t=85000 psi

t=75000 psi

t=75000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=75000 psi

t=75000 psi

t=75000 psi

t=75000 psi

t=85000 psi

t=85000 psi

t=85000 psi

t=75000 psi

t=75000 psi

t=75000 psi

t=75000 psi

Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Thicknesses; Slab Element Concrete Models; Slab Element Outline Only; Point Springs; Point Spring Icons; Line Springs; Line Spring Icons; User Notes; Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1:180


Element: Slab Summary Plan

Element: Slab Summary Plan - 11

t=10h=10

t=10h=10

t=10h=10

t=10h=10

t=10h=10

t=10h=10

b=24d=10h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

b=24d=12h=10

6000 psi

Element: Wall Elements Below; Wall Element Thicknesses; Wall Element Heights; Column Elements Below; Column Element Dimensions; Column Element Heights; Column Element Concrete Models; Point Supports; Point Support Icons; Line Supports; Line Support Icons; Slab Elements; Slab Element Outline Only; Point Springs; Point Spring Icons; Point Spring Values; Point Spring Elevations; Line Springs; Line Spring Icons; Line Spring Values; Line Spring Elevations; User Notes; User Lines; Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1:180


Element: Supports Below Slab Summary Plan

Element: Supports Below Slab Summary Plan - 12

#1Fz=0.4Fz=0.4

#2

Fz=0.4

Fz=0.4

#3Fz=0.4Fz=0.4

#4Fz=0.4

Fz=0.4

#5Fz=0.4Fz=0.4

#6Fz=0.4

Fz=0.4

#7

Fz=0.4

Fz=0.4#8Fz=0.4

Fz=0.4

#9

Fz=0.4

Fz=0.4

#10Fz=0.4Fz=0.4

#11Fz=0.4Fz=0.4

#12

Fz=0.4

Fz=0.4

#13

Fz=0.4

Fz=0.4

#14

Fz=0.4

Fz=0.4

#15

Fz=0.4

Fz=0.4

Other Dead Loading: Line Loads; Line Load Numbers; Line Load Icons; Line Load Values; User Notes; User Lines; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:180


Other Dead Loading: Line Loads Plan

Other Dead Loading: Line Loads Plan - 13

Fz=30Fz=30

Fz=30Fz=30

Fz=30

Other Dead Loading: Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:180


Other Dead Loading: Area Loads Plan

Other Dead Loading: Area Loads Plan - 14

Fz=20

Fz=20Fz=20

Fz=20

Fz=20Fz=20

Fz=20Fz=20

Fz=20Fz=20

Fz=20Fz=20

Fz=20Fz=20

Fz=20Fz=20

Fz=20

Fz=20Fz=20

Fz=20

Fz=20

Fz=20Fz=20

Fz=20

Fz=20

Fz=20Fz=20

Fz=20

Fz=40Fz=40

Fz=40Fz=40

Fz=40

Fz=20

Fz=20Fz=20

Fz=20

Fz=20

Fz=20Fz=20

Fz=20

Fz=20

Fz=20Fz=20

Fz=20

Fz=20

Fz=20Fz=20

Fz=20

Fz=20

Fz=20 Fz=20

Fz=20

Fz=20

Fz=20Fz=20

Fz=20

Fz=20

Fz=20Fz=20

Fz=20

Live (Unreducible) Loading: Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:180


Live (Unreducible) Loading: Area Loads Plan

Live (Unreducible) Loading: Area Loads Plan - 15

0.03

0.03

0.03

0.03

0.09

0.030.03

0.03

0.03

-0.03

0

0.060.06

-0.03

0.06

0

0.09

0.03

0

0.03

0

0

0.06

0

0

0

0

0.03

0.06

0

0.03

0.12

0.03

0.03

0.03

0.15

0.03

0.06

0.06

0.12

0.12

0.15

0.12

0.06

0.06

0.09

0.03

0.12

0.03

0.03

0.03

0.03

0.03

0.06

0.09

0.03

0.03

0

0

0.030.03

0.060.03

0

0

0

0.03

0.03

0.03

0

0.06

0.03

0

0.06

0.030.03

0.03

0.03

0.03

0.09

0.15

0.15

0.03

0.09

0.03

0.12

0.06

0.12

0.06

0.03

0.12

0.03

0.09

0.06

0.06

0.03

0.06

0.06

0.03

0.06

0.06

0.12

0.06

0.06

0.06

0

0

0.06

0.06

0.03

0.06

0.12

0.09

0.03

0.03

-0.03

0

0.03

0.03

0.03

0.09

0.03

0

00.030.03

Dead + Balance LC: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:180Dead + Balance LC - Vertical Deflection Plot

-0.09 -0.06 -0.03 0 0.03 0.06 0.09 0.12 0.15

Min Value = -0.09797 inches @ (259.3,183) Max Value = 0.1774 inches @ (417.3,212.4)


Dead + Balance LC: Std Deflection Plan

Dead + Balance LC: Std Deflection Plan - 16

0.04

0.04

0.12

0.12

0

0.12

0.12

0.04

0.12

0.08

0.08

0

0.08

0.08

0.08

0.04

0.04

0

0.12

0.08

0.2

0.08

0.2

0.04

0.04

0.08

0.080.040.040.04

0.08

0.04

0.04

0.12

0.04

0

0

0.04

0.08

0.04

0.08

0.04

0.08

0.04

0.24

0.12

0.12

0.08

0.12

0.12

0.12

0.12

0.24

0.28

0.24

0.28

0.12

0.16

0.16

0.24

0.08

0.12

0.04

0.08

0.2

0.04

0.04

0.04

0.04

0.04

0.16

0.08

0.08

0.12

0.20.2

0.16

0.08

0.12

0.04

0.08

0.04

0.04

0.08

0

0.04

0.08

0.04

0.12

0.12

0.08

0.12

0.12

0.12

0.04

0.12

0.12

0

0.04

0.08

0.04

0

-0.04

0.04

0.12

0.04

0.08

0.08

0.12

0.12

0.12

0.2

0.12

0.04

0.2

0.12

0.16

0.08

0.12

0.08

0.24

0.16

0.08

0.2

0.16

0.28

0.2

0.12

0.12

0.16

0.24

0.2

0.04

0.16

0.12

0.120.12

0.2

0.24

0

0.24

0.16

0.24

0.04

0.08

0.2

0.08

0.12

0.24

0.04

0.04

0.08

0

0

0

0.08

0.16

0

0

0.04

0.12

0.12

0.08

0.12

0

Service LC: D + (1.0 | 0.0) L: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:180Service LC: D + (1.0 | 0.0) L - Vertical Deflection Plot (Maximum Values)

-0.04 0 0.04 0.08 0.12 0.16 0.2 0.24 0.28

Min Value = -0.06903 inches @ (408.5,231.8) Max Value = 0.2949 inches @ (302,229.6)


Service LC: D + (1.0 | 0.0) L: Max Deflection Plan

Service LC: D + (1.0 | 0.0) L: Max Deflection Plan - 17

0

0

0

0

0

0

2.5

-2.5

0 0

2.5

2.52.5

2.5

0

-2.5

-2.5

0

0

0

0

2.5 2.5

2.5

-2.5

0

0

0 0

0

2.5

5

5

0

0

5

0

0

0

0 0

0

0

0

2.5 2.5

0

0

0

0

-2.5

0

0

0

00

0

0 0

2.5

00

0

0

0

0

0

0

2.5

0

0

2.5

2.5

0

0

0

-2.5

2.5

0

0

-7.5-7.5

0

0

0

0

-2.5

0

2.5

0

5

0

0

0

0

0

0

2.5

0

0

2.5

0

0

-2.5

0

2.5

0

0

-5

2.5

0

-2.5

0

0

2.5

2.5

2.5

0

5

-2.5

-2.50

-2.5

0

Factored LC: 1.2D + 1.6L + 0.5Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:180Factored LC: 1.2D + 1.6L + 0.5Lr - Bending Moment Plot (Maximum Values) (X-Axis Direction)

One Contour = 0.5 KipsMin Value = -10.44 Kips @ (371.2,202.6) Max Value = 8.981 Kips @ (412.5,225.5)


Factored LC: 1.2D + 1.6L + 0.5Lr: Max Mx Plan

Factored LC: 1.2D + 1.6L + 0.5Lr: Max Mx Plan - 18

0

0

-2.5

0

0

2.5

0

2.5

2.5

02.5

0

2.5

2.5

2.52.5

0

0

0

-2.5

2.5

2.5

0

0

2.5

-2.5

2.5

2.5

0

2.5

0

0

0

0

0

-7.5-2.5

-2.5

0

0

-2.5

0

2.5

0

2.5

2.5

5

2.5

2.5

2.5

2.5

0

0

-2.5

0

-7.5

-2.5

-7.5

-2.50

0

0

0

0

2.5

2.5

2.5

2.5

2.5

0

0

0

0 -2.5

0

0

0

0

0

2.5

2.5

2.5

0

2.5

0

-10

2.5

2.5

0

0

0

-2.5

-2.5

-2.5

0

0

0

0

5

0

2.5

-2.5

-5

2.5

-10

5

-7.5

0

0

0

2.5

2.5

2.5

2.5

2.5

0

5

2.5

0

0

0

0

-2.5

5

0

2.5

0

2.5

0

0

0

0

0

0

0

0

0

0

-2.5

0

0

2.5

0

2.5

Factored LC: 1.2D + 1.6L + 0.5Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:180Factored LC: 1.2D + 1.6L + 0.5Lr - Bending Moment Plot (Maximum Values) (Y-Axis Direction)

One Contour = 0.5 KipsMin Value = -14.63 Kips @ (381.2,244.5) Max Value = 12.83 Kips @ (234.6,244.1)


Factored LC: 1.2D + 1.6L + 0.5Lr: Max My Plan

Factored LC: 1.2D + 1.6L + 0.5Lr: Max My Plan - 19

R

S

Fr=-

5.5

Fs=-

0.18

7Fz

=46

Mr=

-8.3

1M

s=31

.8R

S

Fr=-

5.32

Fs=4

.68

Fz=1

1.3

Mr=

22.4

Ms=

24.3

R

S

Fr=-12.3Fs=1.36Fz=94Mr=11.1Ms=55

R

S

Fr=-11Fs=-2.61Fz=77.9Mr=-14.6Ms=52.4

R

S

Fr=-22.4Fs=0.155Fz=43.6Mr=-1.35Ms=112

R

S

Fr=-

1.97

Fs=4

.6Fz

=131

Mr=

22.1

Ms=

18.7

R

S

Fr=5

.57

Fs=5

.57

Fz=1

01M

r=31

.8M

s=-3

5.5

R

S

Fr=-

2.67

Fs=3

.93

Fz=7

5.1

Mr=

22.4

Ms=

15.4

R

S

Fr=-4.08Fs=1.62Fz=62.9Mr=12.7Ms=20.9

R

S

Fr=-16Fs=0.909Fz=60.9Mr=1.7Ms=79.9

R

S

Fr=2

.77

Fs=2

.83

Fz=1

30M

r=13

Ms=

-5.2

5R

S

Fr=8

.76

Fs=-

0.82

4Fz

=117

Mr=

-9.8

7M

s=-5

0.4

R

S

Fr=-0.877Fs=2.58Fz=56.5Mr=17Ms=-0.108

R

S

Fr=-3.45Fs=0.422Fz=83Mr=1.71Ms=12.2

R

S

Fr=-11.4Fs=1.75Fz=62.5Mr=5.93Ms=62.1

R

S

Fr=-8.43Fs=-0.274Fz=130Mr=-6.44Ms=43.3

R

S

Fr=-2.18Fs=3.43Fz=65.8Mr=21.5Ms=9.4

R

S

Fr=-5.45Fs=0.774Fz=89.5Mr=3.09Ms=29.2

R

S

Fr=1

1.7

Fs=3

.46

Fz=1

35M

r=20

.7M

s=-6

6.3

R

S

Fr=-2.8Fs=4.55Fz=60.1Mr=23.8Ms=14.3

R

S

Fr=8

.12

Fs=2

.63

Fz=1

05M

r=16

.5M

s=-3

3.9

R

S

Fr=-0.314Fs=4.94Fz=66.9Mr=31.7Ms=-0.9

R

S

Fr=-1.09Fs=-0.432Fz=89.6Mr=-5.58Ms=4.03

R

S

Fr=-1.73Fs=4.69Fz=121Mr=27.7Ms=7.58

R

S

Fr=-1.26Fs=3.41Fz=33.1Mr=16.4Ms=9

R

S

Fr=0.179Fs=0.595Fz=83.9Mr=-1.2Ms=-0.566

R

S

Fr=1

2.3

Fs=-

2.55

Fz=1

41M

r=-1

6.4

Ms=

-71.

8R

S

Fr=4

.84

Fs=-

1.84

Fz=1

00M

r=-1

1.5

Ms=

-21.

6

R

S

Fr=5.98Fs=4.07Fz=94.8Mr=25.1Ms=-35.3

R

S

Fr=0

.508

Fs=1

.34

Fz=4

.6M

r=5.

36M

s=-2

.68

R

S

Fr=7

.11

Fs=-

2.02

Fz=6

3.4

Mr=

-16.

3M

s=-4

2.1

R

S

Fr=9.41Fs=3.52Fz=54.6Mr=17.7Ms=-55.1

R

S

Fr=7

.49

Fs=-

3.66

Fz=1

09M

r=-2

3M

s=-2

9.6

R

S

Fr=2.83Fs=-2.02Fz=89.5Mr=-14.2Ms=-5.33

R

S

Fr=3.96Fs=6.42Fz=95.9Mr=41.2Ms=-11.4

R

S

Fr=4.27Fs=4.09Fz=54.9Mr=21.8Ms=-8.51

R

S

Fr=8.08Fs=1.47Fz=35.2Mr=3.33Ms=-30.9

R

S

Fr=13.2Fs=-3.65Fz=32.7Mr=-23.9Ms=-66.7

R

S

Fr=13.4Fs=6.75Fz=52.5Mr=43.4Ms=-67.8

Factored LC: 1.2D + 1.6L + 0.5Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:180Factored LC: 1.2D + 1.6L + 0.5Lr - Reaction Plot: (Column Below)(Fr,Fs,Fz,Mr,Ms,Mz)(Max Fz Context)


Factored LC: 1.2D + 1.6L + 0.5Lr: Max Reactions Plan

Factored LC: 1.2D + 1.6L + 0.5Lr: Max Reactions Plan - 20

0

0.2

0.1

0.1

0.3

0.1

0.4

0.2

0.1

0.4

0.4

0.1

0.1

0.2

0.3

0.2

0.1

0.1

0.2

0.4

0.2

0.2

0.4

0.1

0.1

0

0.1

0.1

0.1

0.2

0.5

0.40.4

0.4

0.1

0

0.4

0.1

0.4

0

0.5

0.3

0.1

0.6

0.1

0.2

0.2

0.6

0.4

0.2

0.2

0.4

0.3

0.4

0.3

0.3

0.4

0.6

0.6

0.5

0.2

0.2

0.2

0.3

0.2

0.5

0.1

0.5

0.3 0.3

0.1

0.20.3

0.3

0.1

0.2

0.2

0.4

0.3

0.10.1

0.3

0.1

0.3

0.10.1

0

0.3

0.2

0.3

0.2

0.2

0.1

0.1

0.2

0.3

0.3

0.30.3

0.1

0.2

0.2

0.2

0.1

0.1

0.1

-0.1

0.1

0.2

0.4

0.2

0

0.3

0.5

0.3

0.5

0

0.3

0.5

0.2

0.4

0.6

0.4

0.1

0.4

0.4

0.5

0.5

0.4

0.5

0.4

0.4

0.3

0.3

0.5

0.2

0.5

0.4

0.2

0.3

0.1

0.6

0.4

0.2

0.3

0.4

0.3

0.1

0.3

0.6

0.2

0.3

0.2

0.2

0

0

0.5

0.1

0

0.1

0.5

0.1

0.6

0.1

0.5

0.10

0.1

0.1

0.6

LT Uncracked Deflection LC: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:180LT Uncracked Deflection LC - Vertical Deflection Plot (Maximum Values)

-0.2 -0.1 0 0.1 0.2 0.3 0.4 0.5 0.6

Min Value = -0.212 inches @ (408.5,231.8) Max Value = 0.7817 inches @ (302,229.6)


LT Uncracked Deflection LC: Max Deflection Plan

LT Uncracked Deflection LC: Max Deflection Plan - 21

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=7

t=7

t=8

t=8

t=7

t=8

t=8

t=8

t=8

t=8

t=7

t=8

t=7t=7

t=7

t=8

t=8t=8

t=8

t=8

t=7

t=8

t=8

t=7

t=7

t=8

t=8

t=8

t=8

t=8

t=7

t=8

t=8

t=7

t=8

t=8

t=8

t=8

t=7

t=8

t=8

t=7

t=7

t=8

t=8

t=8

t=8

t=8

t=8

t=7

t=7

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=7

t=7

t=8

t=8

t=7

t=7

t=8

t=8

t=8

t=8

t=8

t=8

t=7

t=7

t=7

t=7

t=8

t=8

t=8

t=7

t=7

t=7

t=7

4

4

4

4

4

7

7

7

1.5

1.5

1.5

1.5

1.5

7

7

7

7

7

1.5

1.5

4

4

4

3

4

3

7

7

7

7

7

1.5

1.5

1.5

1.5

1.5

7

7

7

7

7

4

1.5

1.5

1.5

1.5

1.5

4

7

7

7

7

7

4

3

4

1.5

1.5

1.5

7

7

4

4

4

7

7

4

4

7

3.53.5

4

44

7

7

1.5

1.5

1.5

2

4

1.5

1.5

1.25

7

7

4

7

7

4

4

7

4

5

4.5

4

4

3.5

4.5

4.5

4

4.7

4

4

4

13S

8S

11S

12S

9S

11S

8S

13S

9S

12S

11S

8S

13S

9S

12S

5S

11S

8S

8S

12S

9S3S

11S5S

8S

8S

12S

12S

16S

8S

8S

12S

12S

16S

8S

8S

3S

12S

9S

8S

8S

16S

12S

9S

8S

8S

16S

2S

1S

9S

11S

16S

8S

10S

9S

11S

16S

8S

10S

9S

11S

5S

5S

4S

11S4S

11S

9S

13S

21S

14S

11S

2S

4S

11S

9S

11S

2S

4S

13S

14S

9S12S

4S

11S

11S

9S

14S

13S

9S

12S

11S

14S

13S

14S

13S

12S

Manual Latitude Tendon: Tendons; Num Strands; Tendon Inflection Ratio; Jacks; Tendon Points; Profile Values; User Notes; User Lines; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Point Supports; Point Support Icons; Line Supports; Line Support Icons; Slab Elements; Slab Element Thicknesses; Slab Element Outline Only; Latitude Tendon Parameters: Banded Tendons; Banded Tendon Description; Banded Tendon Fillet Graphics; Distributed Tendon Quadrilateral; Distributed Tendon Description; Distributed Tendon Overlap Areas; Tendon Void; Scale = 1:180


Manual Latitude Tendon: Standard Plan

Manual Latitude Tendon: Standard Plan - 22

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=7

t=7

t=8

t=8

t=7

t=8

t=8

t=8

t=8

t=8

t=7

t=8

t=7t=7

t=7

t=8

t=8t=8

t=8

t=8

t=7

t=8

t=8

t=7

t=7

t=8

t=8

t=8

t=8

t=8

t=7

t=8

t=8

t=7

t=8

t=8

t=8

t=8

t=7

t=8

t=8

t=7

t=7

t=8

t=8

t=8

t=8

t=8

t=8

t=7

t=7

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=8

t=7

t=7

t=8

t=8

t=7

t=7

t=8

t=8

t=8

t=8

t=8

t=8

t=7

t=7

t=7

t=7

t=8

t=8

t=8

t=7

t=7

t=7

t=7

43

75

71.

57

44

43

75

71.

57

44

3.5

43

75

71.

57

44

3.5

3.5

43

75

71.

57

44

3.5

43

75

71.

57

44

3.5

43

75

71.

57

44

47

1.5

74

4

43

75

71.

57

44

44

75

71.

57

44

1 .5

74

44

47

5

7

3.5

44

75

71.

57

44

3.5

3.5

44

75

71.

57

44

3.5

44

74

71.

57

44

3.5

44.

57

47

1.5

74

4

47

1.5

74

4

44.

57

47

1.5

74

4

3.5

44.

57

47

1.5

74

4

3.5

44.

57

47

1.5

75.

57

3.5

47

5.5

73.

5

3.5

44.

57

47

1.5

75.

57

3.5 3 .5

75.5

44.

57

47

1.5

7

44.

57

47

1.5

74

4

47

1.5

74

4

3.5

44

74

71.

57

44

3.5

44

74

71.

57

44

3.5

4 44

74

71.

57

44

44

74

71.

57

44

3.5

44

75

71.

57

44

3.5

44

75

71.

57

44

47

1.5

74

43.

5

44

75

71.

57

5.5

73.

5

47

5.5

73.

5

44

75

71.

57

5.5

73.

5

3.5

3.5

44

75

71.

57

5.5

7

3.5

44

75

71.

57

44

74

44

71.

57

3.5

44

74

71.

57

44

44.

57

47

1.5

74

4

44.

57

47

1.5

74

4

5 .5

73

71.

57

44

7

4

71. 5

5

4

1.57

5.5

73

71.

57

44

3.5

74

47

1.5

74

43.

5

46

71.

57

5.5

71.

57

1.5

74

43.

5

44

71.

57

5.5

71.

57

1.5

73

44

7

1.5

75.

57

1.5

71.

57

34

4

54

44

4

1.5

75.

57

1.5

71.

57

1.5

44

41.

57

5.5

71.

57

1.5

71.

54

3.5

41.

57

6.5

7

1.5

7

1.5

71.

54

4

41.

57

6 .5

71.

54

3. 53. 5

3.5

1.5

4

3S3S

3S3S

3S3S

3S3S

2S2S

2S2S

2S2S

2S2S

2S

2S2S

2S2S

2S2S

2S2S

2S

2S2S

2S2S

2S2S

2S2S

2S

2S2S

2S2S

2S2S

2S2S

2S

2S2S

2S2S

2S2S

2S2S

2S

2S2S

2S2S

2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S

2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S

3S3S

3S3S

3S3S

3S3S

1S1S

1S1S

1S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2 S2S

2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S

2S2S

2S2S

2S2S

2S2S

2S

2S2S

2S2S

2S2S

2S2S

2S

1S1S 1S

2S2S

2S2S

2S2S

2S

2S2S

2S2S

2S2S

2S2S

2S

2S2S

2S2S

2S2S

2S2S

2S

3S3S

3S3S

3S3S

3S3S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S

2S

2S2S

2S2S

2S2S

2S2S

2S

2S2S

2S2S

2S2S

2S2S

2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S

2S2 S

2S2S

2S

3S

5S2S

2S2S

2S2S

2S2S

2S2S

5S5S

1S1S

1S1S

1S1S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S2S

2S

5S5S

2S2S

2S2S

2S2S

2S2S

2S

5S5 S

3S

3S

3S3S

2S2S

2S2S

2S2S

2S2S

1S

2S2S

2S2S

2S2S

2S2S

2S2S

3S

2S2S

2S2S

5S5S

2S2S

2S2S

3S

5 S5S

5S5S

5S5S

1S

4S4S

Manual Longitude Tendon: Tendons; Num Strands; Tendon Inflection Ratio; Jacks; Tendon Points; Profile Values; User Notes; User Lines; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Thicknesses; Slab Element Outline Only; Longitude Tendon Parameters: Distributed Tendon Quadrilateral; Distributed Tendon Description; Banded Tendons; Banded Tendon Description; Banded Tendon Fillet Graphics; Distributed Tendon Overlap Areas; Tendon Void; Manual Latitude Tendon: Tendons; Tendon Inflection Ratio; Scale = 1:180


Manual Longitude Tendon: Standard Plan

Manual Longitude Tendon: Standard Plan - 23

-124-157-9.79

11.6

-167

97.8 145

-208 -195 -196

187 147

-116

146 250

-230

321 281

-167

226 275

-221 -158 -191

310 365

-318

-3.81

-358

279 304

-300

339 352

-333

271 270

-282

216 165

-172-12 -31.2

-191

172 252

-375 -354 -446

66.6

-133

-540

-70.5

1.3

-194 -166 -194 -152-281

27 97.3

-223 -154 -231 -221 -236

193

-30.5-154

-26-252

102 26

-92 -84.7-222 -142

-278-32.5 -78.7

227

-343 -290 -417

104

98.5

-222

172 98.5

-121-72.9-87.1

142258

-293

341 282

-127 -127 -138 -135 -143

96.1 142

-155 -111 -143

256 323

-308

90.7

-141

3.58

-207 -155 -63 -143

28 7.95126

304

-174

308 341

-146 -66.1 -108

111223

-239-133 -163

243

-153

-708

-50-285

131

410

-217-186-199-193

-199

-510

-244 -307

-45.6

-303-308

91.4

-17.5-138-62.5

-232-380

4.15

-163

19124.3

-213 -172

-298

416

35.7

-63.6

-128-140-106-135

-440-476-440

-23.3-214

-176

-163

-291

-213

-387

-134

-109

-123

-367

-39.

1 -46

.3

75.4

-268

-68.

3

-18.

1-1

122.73

-35

-132

94.9

236

-331

77.7

-285

46.5

-13238

.3

38

-187

-110

-331

110

-109

75.7

183

-326

-33.

8-2

65-5

7.5

-79.

5-1

39-1

08

3.01 -1

0640.3

3.3430

.8

-28.

4-1

32-47

-321

106

37.7

-103

-25.

3-7

3.5

69.9

160

-324

-15.

7-2

58

11.3

6.55 -1

01-7

6.6

2.01 -1

38-3

2.4

-39.

3-7

.21

73.5

-226-

216 -2

26

84.1

-94.

7-35

.5

-310

159

12.5

-254

10.3

-7.8

8 -104

109

177

-311

-86.

6-1

3538.1

3.55 -1

03

-250

-246

-258

28.9

-11.

8-1

06-3

2.8

-38.

4

-298

-16

-28.

9-8

2.7

110

171

-245

50.2

-234

-118

-42.

5-1

3213.1

-262

-264

125

14.9

-153

-1.5

3

56.4

-277

-3.3

5-8

9.9

35.5

88

-152

-45.

8

-488

-36.

8

163

-272

91.9

-183

17.3

29.9

-117

32.8

121

-245

355

-293

-300

51.8

-78.

1 -81.

1

192

249

-385

-400

356

246

-73.

8

-40.

6

-336

-267

-106

-152

-127

-201

-11.

339

8

-392

-381

-383

-369

-373

11.3

-166

-175

-111

-153

-56.

5

196

-576

-424

-455

-444

-455

241

Service Design: Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; User Notes; User Lines; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Self-Dead Loading: Point Load Icons; Other Dead Loading: Point Loads; Point Load Icons; Scale = 1:180Service Design - Section Analysis Plot: (Gross Section Top Concrete Stress)(Context: Max Demand)


Service Design: Top Stress Plan

Service Design: Top Stress Plan - 24

-173-142 -223

-10.4

-314 -291

45.5

-256 -231-73.3

-233 -273

170

-340 -305

65.3

-269 -305

127

-480 -511

48

-265

79.7

-469 -475

12.3

-511 -511

70

-434 -415

52.1

-357 -331-82.7

-221 -207-93

-356 -411

187 142 171

-313

-335

134

-398 -328 -365-263 -187 -215

62.1

-145 -129-353 -327 -245 -294

149

-437-267 -243

-355

113

-287-132

-19.8-153 -138 -55.6

-320-200 -311

10584.9187

-444

-250

54

-300 -241-107

-315 -406

123

-401 -347

-41.1 -112 -110 -196 -218

3.6

-234 -233-396 -437

140

22.1 95.7

-123

37.7

-0.467 -42.7

49

-48.8-36.6-67.6-162

254

-230 -236

160

-185 -261

225

-434

-157

-606-502

-307

14.1

-284

-600

113 97.3

-538

-114

-378

42.553.8

-313 -282 -206 -239 -277

-4.52

108

-347 -293-180 -224

135

-422

-221-165-169

-145-126-139-131

-196-201-179

-367-210

-254

-37.

9-1

14-1

80-2

38-2

30-9

4

-351

-331

162

-201

-179-1

.81

-202

-154

-286

-375

76.4

-231

43.1

-274

-149 -2

08-2

03

-264

-137

-181

107

-292

-167

-306

-361

124

-223

30.8

-169

-155-

128 -

167

-2-1

93-123 -134

-211-5

1.3

159

-271

-246

-251

-174

-210

-168

-284

-302

166

-210

23.4

-185

-194

-147

-158

-156

-167

-1.3

3 -208

-191 -208

-240

-190

-191

-180

-242

-275

-165

-185

156

-312

-207

48.5

-173

-170

-120

-283

-334

156

-91.

9 -229

-199 -204

-210-1

26

105

-215

-228

-262

-206

-262

-200

66.8

-194

-167

-154

-296

-317

96.6

-310

-230

-255

-128

-46.

1 -211

-196

-196

64.4

-309

-237

-248

-95.

9

-299

53.4

-154

-73.

4-1

94-2

42

-12.

4-1

02

-630

-39.

8-2

09-3

42

156

-248

-159

-318

-155-137

-229

-257

3.14

-381

0.27

20.15

4

-6.5

4

-283

-245

-300

-261

-338

-428

111

116

-481

-370

-11.

9

-18.

3

131

117

-54.

3-9

7-5

1.9

-167

-164

-263

-294

104

-356

-271

-551

-551

-630

202

117

158

164

-567

Service Design: Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; User Notes; User Lines; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:180Service Design - Section Analysis Plot: (Gross Section Bottom Concrete Stress)(Context: Max Demand)


Service Design: Bottom Stress Plan

Service Design: Bottom Stress Plan - 25

1 #5 T. 1 #5 T. 3 #5 T.

5 #5 T.7 #5 T.

6 #5 T.

4 #5 T.6 #5 T. 5 #5 T.

4 #5 T.

4 #5 T. 5 #5 T.6 #5 T.

7 #5 T.5 #5 T.

5 #5 T.3 #5 T.

4 #5 T.

1 #5 T.2 #5 T.

1 #5 T. 3 #5 T.

2 #5 T. 5 #5 T.9 #5 T.

7 #5 T.1 #5 T.

6 #5 T.3 #5 T.

5 #5 T.

4 #5 T. 1 #5 T.1 #5 T.

5 #5 T.5 #5 T.

6 #5 T.2 #5 T.

4 #5 T.3 #5 T.

4 #5 T.

1 #5 T.

12 #5 T.

1 #5

T.

1 #5

T.

1 #5

T.

1 #5

T.

1 #5

T.

7 #5

T.

1 #5

T.

6 #5

T.

3 #5

T.

6 #5

T.

1 #5

T.

Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Top Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; DS Design Top Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Reinforcement: Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Scale = 1:180


Strength Design: Top Reinforcement Plan

Strength Design: Top Reinforcement Plan - 26

1 #4 B.3 #4 B.

1 #4 B.1 #4 B.

1 #4 B.1 #4 B.

1 #4 B.3 #4 B.

1 #4 B.1 #4 B.

1 #4 B.

1 #4 B.1 #4 B.

2 #4 B.4 #4 B.

2 #4 B.6 #4 B.

2 #4 B.3 #4 B.

2 #4 B.4 #4 B.

1 #4

B.

1 #4

B.

3 #4

B.

Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Bottom Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; DS Design Bottom Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Reinforcement: Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Scale = 1:180


Strength Design: Bottom Reinforcement Plan

Strength Design: Bottom Reinforcement Plan - 27

1OK with SSR

RSR = 0.558 (USR=1.25)

2OK

USR=0.275

3OK

RSR = 0.577 (USR=1)

4OK

USR=0.678

5OK

USR=0.576

6OK with SSR

RSR = 0.707 (USR=1.21)

7OK with SSR

RSR = 0.623 (USR=1.12)

8OK

USR=0.709

9OK (non-standard section)

USR=0.743


USR=0.744

11OK with SSR

RSR = 0.703 (USR=1.2)

12OK with SSR

RSR = 0.699 (USR=1.24)


USR=0.897

14OK

USR=0.798

15OK with SSR (non-standard section)

RSR = 0.572 (USR=1.13)

16OK with SSR

RSR = 0.633 (USR=1.09)


USR=0.779

18OK

USR=0.747

19OK with SSR

RSR = 0.749 (USR=1.34)


USR=0.707

21OK with SSR

RSR = 0.608 (USR=1.06)

22OK with SSR

RSR = 0.548 (USR=1.04)

23OK

USR=0.818

24OK with SSR

RSR = 0.579 (USR=1.04)


USR=0.742

26OK

USR=0.727

27OK with SSR

RSR = 0.829 (USR=1.45)

28OK

USR=0.875


RSR = 0.887 (USR=1.33)


USR=0.994


USR=0.849


USR=0.74

33OK with SSR

RSR = 0.672 (USR=1.19)

34OK with SSR

RSR = 0.604 (USR=1.02)

35OK with SSR

RSR = 0.714 (USR=1.19)


RSR = 0.545 (USR=1.17)

37OK with SSR

RSR = 0.921 (USR=1.85)


USR=0.422


USR=0.705

Design Status: PC Designs; PC Design Numbers; PC Design Status; PC Design Stress Ratios; PC Design Sections; User Notes; User Lines; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:180


Design Status: Punching Shear Status Plan

Design Status: Punching Shear Status Plan - 28

132

-151

-39.

224

324

313

247.5

37.2

85.7 969697

.797

.776

.176

.147.5

RSR = 0.558 (USR=1.25)USR=0.921

58.3

42.6

-9.8

65.

845.

8458

.3

USR=0.275 162224224128128

65.165.1 16282.886.586.5

84.684.675.375.3

60.860.857.157.1

5959 68.368.3

82.8RSR = 0.577 (USR=1)

USR=0.815

15012712789.689.6

112112 150USR=0.678

105122119

102102 105USR=0.576

140

128

128

263

263

275

275

140

6766.7

66.7

747480

.480

.4

89.4

89.4

89.8

89.8

82.5

82.5

7676

67RSR = 0.707 (USR=1.21)

USR=0.847

185

242

242

127

127

68.9

68.9

1859

0.9

94.3

94.3

90.3

90.3

79.2

79.2

63.5

63.5

60.1

60.1 64

.164

.175

.275

.290.9

RSR = 0.623 (USR=1.12)USR=0.889

79.7

120

120

152

152

111

111

79.7

USR=0.709

81.5146146158158

97.6 6081.5USR=0.743

150158142141141139139

131131 150USR=0.744

143

126

126

257

257

273

273

143

71.2

70.7

70.7

78.2

78.2

85.9

85.9

9696 96.6

96.6

89.1

89.1

81.3

81.3

71.2

RSR = 0.703 (USR=1.2)USR=0.911

272

188

188

88.4

88.4

172

172

2729

4.9

91.1

91.1

76.2

76.2

68.8

68.8

68.7

68.7

72.4

72.4

87.4

87.4

94.8

94.8

94.9

RSR = 0.699 (USR=1.24)USR=0.895

137190190101101

47.8USR=0.897

16916416486.286.2

9292 169USR=0.798

88.1124239

203203 88.1 71.484.894.794.994.9

79.179.1

34.934.9 3333

71.4RSR = 0.572 (USR=1.13)

USR=0.895

228154154172172

246246 22890.487.187.1

828283.383.3

91.291.294.694.6

99.799.798.398.3

90.4RSR = 0.633 (USR=1.09)

USR=0.94

16514614690.7 84

165USR=0.779

128117117147147

158158 128USR=0.747

242

292

292

174

174

124

124

242

89.9

91.3

91.3

87.6

87.6

8282

71.5

71.5

70.1

70.1

73.8

73.8

79.4

79.4

89.9

RSR = 0.749 (USR=1.34)USR=0.861

74.1126126148156

114114 74.1USR=0.707

85.5

134

134

236

236

188

188

85.56

4.8

67.7

67.7

81.3

81.3

91.2

91.2

94.9

94.9

92.1

92.1 78

.578

.568

.668

.664.8

RSR = 0.608 (USR=1.06)USR=0.895

68.9220220171171

19.6 10086.586.5

49.849.847.247.2

76.576.590.2

RSR = 0.548 (USR=1.04)USR=0.945

174124124102102

152152 174USR=0.818

163225225209209

147147 16392.596.296.2

10110199.699.6

91.991.988.288.2

83.383.384.984.9

92.5RSR = 0.579 (USR=1.04)

USR=0.953

36.296157

97.797.7 36.2USR=0.742

15796.396.3101101

162162 157USR=0.727

322

269

269

113

113

167

167

322

90.9

89.7

89.7

77.9

77.9

71.8

71.8

66.7

66.7

67.9

67.9

79.7

79.7

85.7

85.7

90.9

RSR = 0.829 (USR=1.45)USR=0.857

151

118

118

158

158

191

191

151

USR=0.875

271227227137137

12.3 98.484.884.8

35.735.736.436.4

88.488.4102 9998.4RSR = 0.887 (USR=1.33)

USR=0.959

211

-162

5.519

6USR=0.994

173

138

-29.

111

811

817

3

USR=0.849

15316116116216245.530.3

22.322.3 153USR=0.74

143

74.9

74.9

194

194

261

261

1436

4.5

61.5

61.5

64.4

64.4

73.2

73.2

88.2

88.2

91.3

91.3

88.4

88.4

79.5

79.5

64.5

RSR = 0.672 (USR=1.19)USR=0.861

10140.740.7175175

235235 10152.348.748.7

54.154.16767

84.484.48888

82.782.769.769.7

52.3RSR = 0.604 (USR=1.02)

USR=0.83

17.5150150278278

145145 17.549.755.655.6

777786.686.6

84.584.578.578.5

57.157.147.647.6

49.7RSR = 0.714 (USR=1.19)

USR=0.816

-67.6249249234234226226 -84.8

45.277.477.4797910210210110110110198.398.3

73.873.8 41

RSR = 0.545 (USR=1.17)USR=0.963

-34.4391391 -200

93.37777

46.246.256.9

RSR = 0.921 (USR=1.85)USR=0.88

10216.116.114.914.93.663.66

9090 101101102USR=0.422

61.4176176174174159159

-0.932-0.93214.3USR=0.705

Design Status: User Lines; User Notes; User Dimensions; PC Designs; SSR; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:180Design Status - Punching Plot: (Stresses,Stress Ratio)(Standard Sections 1-1, Cutoff Sections 1-1)(Max SR Context)


Design Status: Punching Shear Stress Plan

Design Status: Punching Shear Stress Plan - 29

(7) [email protected] Spacing = 2.63

1/2" SSR


1/2" SSR


1/2" SSR


1/2" SSR


1/2" SSR


1/2" SSR


1/2" SSR


1/2" SSR


1/2" SSR


1/2" SSR


1/2" SSR


1/2" SSR


1/2" SSR


1/2" SSR


1/2" SSR


1/2" SSR


1/2" SSR


1/2" SSR


1/2" SSR

Design Status: User Lines; User Notes; User Dimensions; PC Designs; SSR; SSR Description; SSR Details; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:180


Design Status: SSR Plan

Design Status: SSR Plan - 30

5 #5 T.5 #5 T.

1 #5 T.3 #5 T.

6 #5 T. 6 #5 T.5 #5 T. 5 #5 T.

7 #5 T.7 #5 T.

7 #5 T.

7 #5 T.7 #5 T. 7 #5 T.

4 #5 T.

6 #5 T.6 #5 T.

7 #5 T.7 #5 T.

7 #5 T.7 #5 T.

7 #5 T.7 #5 T.

5 #5 T.5 #5 T.

5 #5 T.5 #5 T.

7 #5 T.6 #5 T.

6 #5 T.6 #5 T.

7 #5 T.7 #5 T.

7 #5 T.7 #5 T.

7 #5 T.7 #5 T.

5 #5 T.5 #5 T.

5 #5 T.5 #5 T.

6 #5 T.

7 #5 T.

6 #5 T. 6 #5 T.5 #5 T.

5 #5 T.7 #5 T.

9 #5 T.7 #5 T.

6 #5 T.7 #5 T.

7 #5 T.5 #5 T.

6 #5 T.6 #5 T.

1 #5 T.4 #5 T.

4 #5 T.

7 #5 T.7 #5 T.

7 #5 T.7 #5 T.

7 #5 T.7 #5 T.

2 #5 T. 5 #5 T.5 #5 T.

4 #5 T.

5 #5 T.5 #5 T.

5 #5 T. 5 #5 T. 1 #5 T.3 #5 T.

5 #5 T. 5 #5 T.

12 #5 T.

4 #5 T.4 #5 T.

2 #5 T.

3 #5 T.

4 #5 T.

Design Status: Latitude Span Designs; Span Design Top Bars; Span Design Bar Descriptions; Latitude DS Designs; DS Design Top Bars; User Notes; User Lines; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Reinforcement: Latitude User Concentrated Reinf.; Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Latitude User Distributed Reinf.; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Scale = 1:180


Design Status: Latitude Top Reinforcement Plan

Design Status: Latitude Top Reinforcement Plan - 31

2 #4 B.5 #4 B.

1 #4 B.1 #4 B.

3 #4 B.5 #4 B.

2 #4 B.3 #4 B.

1 #4 B.1 #4 B.

2 #4 B.2 #4 B.

1 #4 B.1 #4 B.

2 #4 B.4 #4 B.

3 #4 B.7 #4 B.

2 #4 B.4 #4 B.

3 #4 B.4 #4 B.

Design Status: Latitude Span Designs; Span Design Bottom Bars; Span Design Bar Descriptions; Latitude DS Designs; DS Design Bottom Bars; User Notes; User Lines; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Reinforcement: Latitude User Concentrated Reinf.; Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Latitude User Distributed Reinf.; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Scale = 1:180


Design Status: Latitude Bottom Reinforcement Plan

Design Status: Latitude Bottom Reinforcement Plan - 32

5 #5

T.

3 #5

T.3 #5

T.

3 #5

T.

7 #5

T.

7 #5

T.

1 #5

T.

5 #5

T.

5 #5

T.

5 #5

T.

5 #5

T.

7 #5

T.

7 #5

T.

7 #5

T.

6 #5

T.

6 #5

T.

6 #5

T.

6 #5

T.

6 #5

T.

1 #5

T.

7 #5

T.

7 #5

T.

6 #5

T.

6 #5

T.

6 #5

T.

6 #5

T.

6 #5

T.

1 #5

T.

7 #5

T.

7 #5

T.

7 #5

T.

7 #5

T.

7 #5

T.

7 #5

T.

7 #5

T.

7 #5

T.

6 #5

T.

6 #5

T.

7 #5

T.

7 #5

T.

7 #5

T.

7 #5

T.

7 #5

T.

5 #5

T.

5 #5

T.

7 #5

T.

7 #5

T.

7 #5

T.

7 #5

T.

7 #5

T.

2 #5

T.

3 #5

T.

7 #5

T.

3 #5

T.

6 #5 T.

6 #5

T.

7 #5

T.

4 #5

T.

5 #5

T.

5 #5

T.

6 #5

T.

5 #5

T.

3 #5

T.

5 #5

T.

5 #5

T.

6 #5

T.

5 #5

T.

3 #5

T.

3 #5

T.

4 #5

T.

Design Status: Longitude Span Designs; Span Design Top Bars; Span Design Bar Descriptions; Longitude DS Designs; DS Design Top Bars; User Notes; User Lines; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Reinforcement: Longitude User Concentrated Reinf.; Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Longitude User Distributed Reinf.; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Scale = 1:180


Design Status: Longitude Top Reinforcement Plan

Design Status: Longitude Top Reinforcement Plan - 33

1 #4

B.

2 #4

B.

10 #

4 B

.9

#4 B

.

10 #

4 B

.

10 #

4 B

.

5 #4

B.

4 #4

B.

3 #4

B.

Design Status: Longitude Span Designs; Span Design Bottom Bars; Span Design Bar Descriptions; Longitude DS Designs; DS Design Bottom Bars; User Notes; User Lines; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Reinforcement: Longitude User Concentrated Reinf.; Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Longitude User Distributed Reinf.; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Scale = 1:180


Design Status: Longitude Bottom Reinforcement Plan

Design Status: Longitude Bottom Reinforcement Plan - 34

Date post:	19-Jun-2018
Category:	Documents
Upload:	vuongnhan
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