TYPICAL FLOOR CALCULATION.pdf

8/17/2019 TYPICAL FLOOR CALCULATION.pdf

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HFCCS

G+4 FLOOR

TYPICAL

typical.cpt

20/1/2016

RAM Concept © 2013 Bentley Systems, Inc.

RAM Concept™ is a trademark of Bentley Systems

5.0.2


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Geometry Unit

Plan Dimensions: meters Slab Thickness: mm Support Dimensions: mm

Angles: degrees Elevations: mm Support Height: meters

Loading and Reaction Unit

Point Force: kN Line Force: kN/m Area Force: kN/m²

- Report As Zero: 0 kN - Report As Zero: 0 kN/m - Report As Zero: 0 kN/m²

Point Moment: kN-m Line Moment: kN Area Moment: kN/m

- Report As Zero: 0 kN-m - Report As Zero: 0 kN - Report As Zero: 0 kN/m

Spring and Stiffness Unit

Point Force Spring: kN/mm Line Force Spring: kN/mm² Area Force Spring: N/mm³

Point Moment Spring: kN-m/rad Line Moment Spring: kN/rad Area Moment Spring: kN/m-rad

Slab Analysis Unit

Force: kN Moment: kN-m Concrete Stress: N/mm²

- Report As Zero: 0 kN - Report As Zero: 0 kN-m - Report As Zero: 0 N/mm²

Force Per Width: kN/m Moment Per Width: kN Deflection: mm

- Report As Zero: 0 kN/m - Report As Zero: 0 kN - Report As Zero: 0 mm

Materials Unit

Concrete Volume: cu. m Reinforcing Area: sq. mm PT Force: kN

Reinforcement Weight: tonnes Tendon Profile: mm Reinforcing Stress: N/mm²

PT Weight: kg Cover: mm

Miscellaneous Unit

Floor Area: sq. m Density: kg/m³ Elongations: mm

Tendon Angles (for friction): radians

HFCCS - typical.cpt - 20/1/2016

Units

Units - 2


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Positive Loads

Positive Analysis

Positive Reactions


Signs

Signs - 3


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Concrete MixMixName

Density (kg/m³)

Density For

Loads (kg/m³)

f'ci

(N/mm²)

f'c

(N/mm²)

fcui

(N/mm²)

fcu

(N/mm²)

Poissons

Ratio Ec Calc

User Eci

(N/mm²)

User Ec (N/mm²)

C20/25 2400 2400 16 20 20 25 0.2 Code 20000 22500

C25/30 2400 2400 20 25 25 30 0.2 Code 22500 25000

C28/35 2400 2400 20 28 25 35 0.2 Code 22500 26500

C30/37 2400 2400 20 30 25 37 0.2 Code 22500 27500C32/40 2400 2400 20 32 25 40 0.2 Code 22500 28500

C35/45 2400 2400 20 35 25 45 0.2 Code 22500 30000

C40/50 2400 2400 20 40 25 50 0.2 Code 22500 32000

C45/55 2400 2400 20 45 25 55 0.2 Code 22500 33500

C50/60 2400 2400 20 50 25 60 0.2 Code 22500 35000

C55/67 2400 2400 20 55 25 67 0.2 Code 22500 37000

C60/75 2400 2400 20 60 25 75 0.2 Code 22500 39000

C70/85 2400 2400 20 70 25 85 0.2 Code 22500 41500

C32/40 COLUMN 2400 2400 20 32 25 40 0.2 UserEc 7500 20000

PT SystemsSystem

Name Type

Aps

(sq. mm)

Eps

(N/mm²)

fse

(N/mm²)

fpy

(N/mm²)

fpu

(N/mm²)

Duct Width

(mm)

Strands

Per Duct

Min Radius

(meters)

12.7mm Bonded bonded 99 195000 1100 1580 1860 70 5 0.5

PT Stressing ParametersSystem

Name

Jacking Stress

(N/mm²)

Seating Loss

(mm)

Anchor

Friction

Wobble Friction

(1/meters)

Angular Friction

(1/radians)

Long-Term Losses

(N/mm²)

12.7mm Bonded 1395 6 0.02 0.0017 0.2 150

Reinforcing BarsBarName

As (sq. mm)

Es (N/mm²)

Fy (N/mm²) Coating

Straight Ld/Db

90 Hook Ld/Db

180 Hook Ld/Db

T8 50.3 200000 460 None Code Code Code

T10 78.5 200000 460 None Code Code Code

T12 113 200000 460 None Code Code Code






SSR Systems

SSR System Name Stud Area (sq. mm)

Head Area (sq. mm)

Min Clear Head Spacing (mm)

Specified Stud Spacing (mm)

Fy (N/mm²)

Stud Spacing Rounding Increment (mm)

Min Studs Per Rail

System Type

10mm SSR 78.5 785 15 None 460 5 2 Rail

12mm SSR 113.1 1131 15 None 460 5 2 Rail

16mm SSR 201.1 2011 15 None 460 5 2 Rail

20mm SSR 314.2 3142 15 None 460 5 2 Rail

25mm SSR 490.9 4909 15 None 460 5 2 Rail


Materials

Materials - 4


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All Dead LC Active Design Criteria:

Analysis: Linear

Loading Standard Factor Alt. Envelope Factor

Self-Dead Loading 1 1

Other Dead Loading 1 1

Dead + Balance LC Active Design Criteria:

Analysis: Linear



Balance Loading 1 1


Initial Service LC Active Design Criteria: Initial Service Design

Analysis: Linear



Balance Loading 1.15 1.15

Temporary Construction (At Stressing) Loading 1 1

Service LC: D + (1.0 | 0.0) L Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design

Analysis: Linear



Balance Loading 1 1


Live (Reducible) Loading 1 0

Live (Unreducible) Loading 1 0

Live (Roof) Loading 1 0

Ultimate LC: (1.4 | 1.0) D + (1.6 | 0.0) L Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design

Analysis: LinearLoading Standard Factor Alt. Envelope Factor

Self-Dead Loading 1.4 1

Hyperstatic Loading 1 1

Other Dead Loading 1.4 1

Live (Reducible) Loading 1.6 0

Live (Unreducible) Loading 1.6 0

Live (Roof) Loading 1.6 0


Load Combinations

Load Combinations - 6


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Accident LC Active Design Criteria: User Minimum Design, Code Minimum Design, Accident Design

Analysis: Linear







LT Uncracked Deflection LC Active Design Criteria:

Analysis: Linear



Balance Loading 3 3


Live (Reducible) Loading 1.5 1.5

Live (Unreducible) Loading 1.5 1.5

Live (Roof) Loading 1.5 1.5

ULTIMATE MM Active Design Criteria:

Analysis: Linear








Load Combinations (2)

Load Combinations - 7


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Code Minimum Desi

8110:1997 Min. Reinforcement

User Minimum Desi

Specified Min. Reinforcement

Initial Service Desig

8110:1997 Initial Service Design

Service Desig

8110:1997 Service Design

Include detailed section analysis

Strength Desig

8110:1997 Strength Design

Punching Shear Design

Accident Desig

8110:1997 Accident Strength Design

Ductility Desig

8110:1997 Ductility Design


Design Rules

Design Rules - 8


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Custom Span Detailing Rules

A,B,C A,B,C

D,E,F

R1 × max(La,Lb) R1 × max(La,Lb) *R1 × max(Lb,5Lc) *R1 × max(Lb,5Lc)

R2 × La R2 × Lb R2 × Lb

La Lb Lc

Rule

Name

A

Fraction

A

R1

B

Fraction

B

R1

C

Fraction

C

R1

D

Fraction

D

R2

E

Fraction

E

R2

F

Fraction

F R2

None 0 0 0 0 0 0 0 0 0 0 0 0

"A", "B" and "C", are support reinforcement sets, based on the peak reinforcement in the support zone.

"D", "E" and "F", are span reinforcement sets, based on the peak reinforcement in the span zone.

"*R1" is never taken as greater than 0.2 when multiplied by Lc (or Lcc)."Fraction" is the ratio of set reinforcement to peak reinforcement. It is always in the 0.0 to 1.0 range.


Detailing Rules

Detailing Rules - 9


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Load History Step Name Load Combination Duration

(days)

Total Age

(days)


Load History

Load History - 10


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Element: User Lines; User Notes; User Dimensions; Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Point Springs; Point Spring Icons; Line Springs; Line Spring Icons; Area Springs; Area Spring Icons; Point Supports; Point Support Icons; Line Supports; Line Support Icons;

Drawing Import: User Lines; User Notes; User Dimensions;Scale = 1:300


Element: Standard Plan

Element: Standard Plan - 11


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t=700

TOC=0

C32/40t=

700

TOC=0

C32/40

t=700

TOC=0

C32/40t=

700

TOC=0

C32/40

t=700

TOC=0

C32/40

t=700TOC=0

C32/40

t=250

TOC=0C32/40

t=250TOC=0

C32/40

t=250TOC=0

C32/40

t=250TOC=0

C32/40

t=250TOC=0C32/40

t=250TOC=0

C32/40

t=250

TOC=0C32/40

t=250

TOC=0C32/40

t=250TOC=0

C32/40

t=250TOC=0

C32/40

t=250TOC=0

C32/40

t=250TOC=0C32/40

t=250

TOC=0C32/40

t=250

TOC=0C32/40

t=250TOC=0

C32/40

t=250

TOC=0C32/40

t=700

TOC=0

C32/40

t=700

TOC=0

C32/40

t=700

TOC=0

C32/40t

=700

TOC=0

C32/40t=

700

TOC=0

C32/40

t=700

TOC=0

C32/40

t=250TOC=0C32/40

t=250

TOC=0C32/40

t=250TOC=0C32/40

t=250

TOC=0C32/40

t=250TOC=0C32/40

t=700

TOC=0

C32/40t=

700

TOC=0

C32/40

t=700

TOC=0

C32/40

t=700

TOC=0

C32/40

t=250

TOC=0C32/40

t=250

TOC=0C32/40

t=250

TOC=0C32/40

t=250TOC=0C32/40

t=250

TOC=0C32/40

t=700TOC=0

C32/40

t=700TOC=0

C32/40

t=250

TOC=0C32/40

t=250

TOC=0C32/40

t=250

TOC=0C32/40

t=700

TOC=0

C32/40t=

700

TOC=0

C32/40

Element: User Lines; User Notes; User Dimensions; Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Point Springs; Point Spring Icons; Line Springs; Line Spring Icons; Slab Elements; Slab Element Outline Only; Slab Element Thicknesses; Slab Element Elevations; Slab Element Concrete Models;



Element: Slab Summary Plan

Element: Slab Summary Plan - 12


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t=200

h=3.5Fix,Fix,Rigid

Slip

C32/40

t=200

h=3.5Fix,Fix,Rigid

SlipC32/40

t=200h=3.5

Fix,Fix,RigidSlip

C32/40

t=200

h=3.5Fix,Fix,Rigid

SlipC32/40

t=200

h=3.5Fix,Fix,Rigid

Slip

C32/40

t=200

h=3.5Fix,Fix,Rigid

SlipC32/40

t=200h=3.5

Fix,Fix,Rigid

SlipC32/40

t=200h=3.5

Fix,Fix,RigidSlip

C32/40

t=200h=3.5

Fix,Fix,RigidShear

C32/40

t=200

h=3.5Fix,Fix,Rigid

Slip

C32/40

t=200h=3.5

Fix,Fix,RigidSlip

C32/40

t=200

h=3.5Fix,Fix,Rigid

SlipC32/40

t=200h=3.5

Fix,Fix,Rigid

SlipC32/40

t=200

h=3.5Fix,Fix,Rigid

SlipC32/40

t=200

h=3.5Fix,Fix,Rigid

SlipC32/40

t=200

h=3.5Fix,Fix,Rigid

SlipC32/40

t=200h=3.5

Fix,Fix,Rigid

SlipC32/40

t=200

h=3.5Fix,Fix,Rigid

SlipC32/40

t=200

h=3.5Fix,Fix,Rigid

SlipC32/40

t=200

h=3.5Fix,Fix,Rigid

Slip

C32/40

t=200h=3.5

Fix,Fix,Rigid

SlipC32/40

t=200

h=3.5Fix,Fix,Rigid

SlipC32/40

t=200

h=3.5Fix,Fix,Rigid

Slip

C32/40

Element: User Lines; User Notes; User Dimensions; Wall Elements Below; Wall Element Thicknesses; Wall Element Heights; Wall Element Fixity; Wall Element Shear Fixity; Wall Element Concrete Models; Column Elements Below; Column Element Dimensions; Column Element Heights; Column Element Fixity; Column Element Concrete Models; Point Springs; Point Sprin



Element: Supports Below Slab Summary Plan

Element: Supports Below Slab Summary Plan - 13


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Element: User Lines; User Notes; User Dimensions; Wall Elements Above; Wall Element Thicknesses; Wall Element Heights; Wall Element Fixity; Wall Element Shear Fixity; Wall Element Concrete Models; Column Elements Above; Column Element Dimensions; Column Element Heights; Column Element Fixity; Column Element Concrete Models;



Element: Supports Above Slab Summary Plan

Element: Supports Above Slab Summary Plan - 14


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16/58

Fz=12.5

Fz=12.5

Fz=8Fz=8

Fz=12.5Fz=12.5

Fz=12.5

Fz=12.5

Fz=12.5Fz=12.5

Fz=8

Fz=8

Fz=8Fz=8

Fz=12.5Fz=12.5

Fz=8

Fz=8Fz=12.5

Fz=12.5

Fz=12.5

Fz=12.5

Fz=8Fz=8

Fz=12.5Fz=12.5

Fz=12.5Fz=12.5

Fz=8

Fz=8

Fz=8Fz=8

Fz=12.5

Fz=12.5

Fz=12.5

Fz=12.5Fz=8

Fz=8

Fz=12.5

Fz=12.5

Fz=12.5

Fz=12.5

Fz=12.5Fz=12.5

Fz=12.5

Fz=12.5

Fz=12.5Fz=12.5

Fz=12.5Fz=12.5

Fz=12.5

Fz=12.5

Fz=12.5Fz=12.5

Fz=12.5Fz=12.5

Fz=12.5

Fz=12.5

Fz=12.5Fz=12.5

Fz=12.5

Fz=12.5

Fz=12.5

Fz=12.5

Fz=12.5Fz=12.5

Fz=12.5Fz=12.5

Fz=8Fz=8

Fz=12.5

Fz=12.5Fz=8

Fz=8

Fz=12.5

Fz=12.5

Fz=8

Fz=8

Fz=8Fz=8

Fz=8Fz=8

Fz=12.5Fz=12.5

Fz=12.5Fz=12.5

Fz=12.5

Fz=12.5

Fz=12.5

Fz=12.5Fz=8

Fz=8

Fz=12.5Fz=12.5

Fz=8Fz=8

Fz=12.5Fz=12.5

Fz=8

Fz=8

Fz=12.5

Fz=12.5

Fz=8

Fz=8

Fz=12.5

Fz=12.5

Fz=2Fz=2

Fz=2Fz=2

Other Dead Loading: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions;

Drawing Import: WALL 1; 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 = 1:300


Other Dead Loading: All Loads Plan

Other Dead Loading: All Loads Plan - 16


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Live (Reducible) Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area 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 = 1:300


Live (Reducible) Loading: All Loads Plan

Live (Reducible) Loading: All Loads Plan - 17


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Fz=2Fz=2

Fz=2Fz=2

Live (Unreducible) Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values;


Scale = 1:300


Live (Unreducible) Loading: All Loads Plan

Live (Unreducible) Loading: All Loads Plan - 18


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Live (Roof) Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values;


Scale = 1:300


Live (Roof) Loading: All Loads Plan

Live (Roof) Loading: All Loads Plan - 19


20/58

0

1

0.5

0

2.5

2

2.5

2.5

3

3.5

2

2

1.5

1.5

0.5

0.5

0

0.5

1

2.5

2.5

0

0

0

0.5

1

0

0.5

1

0.5

0

1

0.5

1.51.5

0.5

2

1.5

0.5

1.5

0

1 1

1

0.5

1

1.5

1.5

2.5

1

1.5

22

0

Service LC: D + (1.0 | 0.0) L: User Lines; User Notes; User Dimensions;


Scale = 1:300Service LC: D + (1.0 | 0.0) L - Vertical Deflection Plot (Maximum Values)

-0.5 0 0.5 1 1.5 2 2.5 3 3.5

Min Value = -0.6364 mm @ (5.7,5.45) Max Value = 4.166 mm @ (-2.361,4.624)


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

Service LC: D + (1.0 | 0.0) L: Max Deflection Plan - 20


21/58

0

0.8

0.4

0.4

2.4

0.8

2

0.40.4

1.2

1.2

0.8

2.8

1.2

2

0.8

0.4

0

2

0.4

2

0.4

1.2

0

0

0.8

0.4

0

0

0.8

0.4

0.8

0.8

0.8

0.8

2

0.8

1.6

0.4

1.6

0.4

0

0.4

0

0.8

1.61.6

0.8

0.4

2

0.4

00

0

0

Service LC: D + (1.0 | 0.0) L: User Lines; User Notes; User Dimensions;


Scale = 1:300Service LC: D + (1.0 | 0.0) L - Vertical Deflection Plot (Minimum Values)

-0.4 0 0.4 0.8 1.2 1.6 2 2.4 2.8

Min Value = -0.7731 mm @ (5.7,5.45) Max Value = 3.397 mm @ (-2.361,4.624)


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

Service LC: D + (1.0 | 0.0) L: Min Deflection Plan - 21


22/58

0

-1.4

-1.4

-2.8

-4.2

0

-1.4

0

0

-1.4

0

1.4

0

2.82.8

0

0

0

-1.4

-1.4

0

0

1.4

2.8 0

-1.4

-1.4

-2.8

-1.40

-1.4

0

1.4

1.4

1.4

0

-1.4

-1.4

1.4

0

-1.4

-1.4

Service LC: D + (1.0 | 0.0) L: 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 = 1:300Service LC: D + (1.0 | 0.0) L - Axial Stress Plot (Maximum Values) (@Top of Slab) (X-Axis Direction)

-4.2 -2.8 -1.4 0 1.4 2.8 4.2 5.6 7

Min Value = -5.028 N/mm² @ (-2.4,3.702) Max Value = 8.272 N/mm² @ (-0.15,2.101)


Service LC: D + (1.0 | 0.0) L: TOP X STRESS PLAN Plan

Service LC: D + (1.0 | 0.0) L: TOP X STRESS PLAN Plan - 22


23/58

100

100

0

0

0

0

0

0

0 00

0

0

0

0

0

00

0

0

-100

0

100

-300

-200

400

-100

-200

1 . 4

1

Ultimate LC: (1.4 | 1.0) D + (1.6 | 0.0) L: User Lines; User Notes; User Dimensions;


Scale = 1:300Ultimate LC: (1.4 | 1.0) D + (1.6 | 0.0) L - Bending Moment Plot (Maximum Values) (X-Axis Direction)

One Contour = 20 kNMin Value = -515.9 kN @ (17.65,-5.149) Max Value = 491.8 kN @ (17.7,-0.5983)


Ultimate LC: (1.4 | 1.0) D + (1.6 | 0.0) L: Max Mx Plan

Ultimate LC: (1.4 | 1.0) D + (1.6 | 0.0) L: Max Mx Plan - 23


24/58

-100

100

-1000

0

00

0

0

0

0

0

0

0

0

0

0

0

0

0

0 0

0 0

-100

0

-100-100

-700-800

200

-200

-100

-600

1 . 4

1



Scale = 1:300Ultimate LC: (1.4 | 1.0) D + (1.6 | 0.0) L - Bending Moment Plot (Minimum Values) (X-Axis Direction)



Ultimate LC: (1.4 | 1.0) D + (1.6 | 0.0) L: Min Mx Plan

Ultimate LC: (1.4 | 1.0) D + (1.6 | 0.0) L: Min Mx Plan - 24


25/58

25

50

50

50

25

25

25

0

-50

25

5075 150225 150

5050

25-25-125-125-75

-25

-25

0

0

0

0

50

25

50

25

75125

0

0

0

-50

50

25

25

25

0

-25

-100

-25

-150

-25

25

25

0

20050125

0

-25

0

25

-25

75

75

50

25

25

75

1 . 4

1



Scale = 1:300Ultimate LC: (1.4 | 1.0) D + (1.6 | 0.0) L - Bending Moment Plot (Maximum Values) (Y-Axis Direction)

One Contour = 5 kNMin Value = -174.8 kN @ (11.97,9.2) Max Value = 220.9 kN @ (14.4,9.25)


Ultimate LC: (1.4 | 1.0) D + (1.6 | 0.0) L: Max My Plan

Ultimate LC: (1.4 | 1.0) D + (1.6 | 0.0) L: Max My Plan - 25


26/58

50

50

50

0

0

0100

0

0

-150

-50

0

0

0

0

0

0

0

50

0

-50

0

0

50

0

0

0

-50

-50-250-100

0

50

0

0

0

0

-50

50

50

0

1 . 4

1



Scale = 1:300Ultimate LC: (1.4 | 1.0) D + (1.6 | 0.0) L - Bending Moment Plot (Minimum Values) (Y-Axis Direction)

One Contour = 10 kNMin Value = -315.3 kN @ (11.97,9.2) Max Value = 140.5 kN @ (-6.3,-6.34)


Ultimate LC: (1.4 | 1.0) D + (1.6 | 0.0) L: Min My Plan

Ultimate LC: (1.4 | 1.0) D + (1.6 | 0.0) L: Min My Plan - 26


27/58

1 . 4

1

R

S Fz=327

Mr=-12

Ms=-10.4

R

S Fz=376

Mr=-10.4

Ms=-96.6

R

S Fz=379

Mr=-12.1

Ms=136

R

S Fz=151

Mr=-1.21Ms=-183

R

S Fz=619

Mr=3.96

Ms=-75.9

R

S Fz=441

Mr=-14.3Ms=46.5

R

S Fz=886Mr=-6.13Ms=845

R

S Fz=1440Mr=13.9

Ms=1350R

SFr=-1.59e-9

Fs=0.00309

Fz=-1030

Mr=7.82

Ms=188

Mz=-0.00311

R

S Fz=277

Mr=0.0726

Ms=-22.3

R

S Fz=-151

Mr=0.16

Ms=43

R

S Fz=286

Mr=4.72

Ms=-9.11

R

S Fz=202

Mr=4.8

Ms=85.3

R

S Fz=618

Mr=-4.79

Ms=-21.7

R

S Fz=577

Mr=-3.48

Ms=20.9

R

S Fz=430

Mr=-5.42

Ms=160

R

S Fz=181

Mr=-3.97

Ms=68.3

R

S Fz=410

Mr=-10.2Ms=-47.3

R

S Fz=1080

Mr=-2.01

Ms=14

R

S Fz=892

Mr=3.13

Ms=-219

R

S Fz=692Mr=-3.54

Ms=295

R

S Fz=173

Mr=-0.724Ms=160

R

S Fz=443

Mr=10.4

Ms=-381



Scale = 1:300Ultimate LC: (1.4 | 1.0) D + (1.6 | 0.0) L - Reaction Plot: (Wall Below,Column Below,Point Spring,Line Spring,Point Support,Line Support)(Fr,Fs,Fz,Mr,Ms,Mz)(Standard Context)


Ultimate LC: (1.4 | 1.0) D + (1.6 | 0.0) L: Std Reactions Pl

Ultimate LC: (1.4 | 1.0) D + (1.6 | 0.0) L: Std Reactions Plan - 27


28/58

1 . 4

1



Scale = 1:300Ultimate LC: (1.4 | 1.0) D + (1.6 | 0.0) L - Reaction Plot: (Column Below)(Fr,Fs,Fz,Mr,Ms,Mz)(Max Fz Context)


Ultimate LC: (1.4 | 1.0) D + (1.6 | 0.0) L: Max Reactions P

Ultimate LC: (1.4 | 1.0) D + (1.6 | 0.0) L: Max Reactions Plan - 28


29/58

1 . 4

1



Scale = 1:300Ultimate LC: (1.4 | 1.0) D + (1.6 | 0.0) L - Reaction Plot: (Column Below)(Fr,Fs,Fz,Mr,Ms,Mz)(Min Fz Context)


Ultimate LC: (1.4 | 1.0) D + (1.6 | 0.0) L: Min Reactions Pl

Ultimate LC: (1.4 | 1.0) D + (1.6 | 0.0) L: Min Reactions Plan - 29


30/58

100

100

-100

-200

-300-100

0

0

0

0

-100

-200

0

0

0

0

-100

0

0

-100

0

0

0

0

0

0

0

0

0

-700

-700

400

200

-400

-100

ULTIMATE MM: User Lines; User Notes; User Dimensions;


Scale = 1:300ULTIMATE MM - Bending Moment Plot (X-Axis Direction)



ULTIMATE MM: Mx Plan

ULTIMATE MM: Mx Plan - 30


31/58

0

0-150 -150-50

50

50

25050

50

0

-350 -150

-100

-100

0

-50

0

0

0

00

0

-50

-50

-50

0

-50

50

-150

0

-300

-50

-50

-50

-50

0

0

1500 -150-100

0

0

0

ULTIMATE MM: User Lines; User Notes; User Dimensions;


Scale = 1:300ULTIMATE MM - Bending Moment Plot (Y-Axis Direction)

One Contour = 10 kNMin Value = -375.2 kN @ (11.97,9.2) Max Value = 241 kN @ (14.4,9.25)


ULTIMATE MM: My Plan

ULTIMATE MM: My Plan - 31


32/58

Design Strip: Latitude DSs; Longitude DSs; Latitude SSSs; SSS Hatching; User Notes; User Lines; User Dimensions;


Scale = 1:300


Design Strip: Latitude Design Spans Plan

Design Strip: Latitude Design Spans Plan - 32


33/58

Design Strip: Longitude Span Boundaries; Longitude SSs; Longitude DSs; Longitude Strip Boundaries; Longitude SSSs; SSS Hatching; User Notes; User Lines; User Dimensions;


Scale = 1:300


Design Strip: Longitude Design Spans Plan

Design Strip: Longitude Design Spans Plan - 33


34/58

Design Strip: User Lines; User Notes; User Dimensions; Punching Checks; Punching Check Sections;


Scale = 1:300


Design Strip: Punching Checks Plan

Design Strip: Punching Checks Plan - 34


35/58

(1)T16x3.3T

(1)T16x2.7T

(1)T16x2.7T

(1)T16x1.5T (1)T16x1.9T

(4)T12x2.6T

(11)T12x1.4T

(21)T12x1.4T

(7)T12x1.4T

(1)T16x1.9T

(1)T16x1.5T

(10)T12x1.3T(7)T12x1.4T

(16)T12x1.5T

(1)T16x1.9T

(6)T12x1.6T

(8)T12x2.6T

(5)T1

2x1.5T

(15)T12x1.3T

(1)T16x1.5T

(3)T16x3.3T

(1)T16x

2.1T

Reinforcement: Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Latitude Program Concentrated Reinf.; Longitude Program Concentrated Reinf.; Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Concentrated Reinf. Descriptions; Concentrated Reinf. Extent; Latitude User Distributed Reinf.; Lo ngitude User Distributed Reinf.; Top Fa


Scale = 1:300


Reinforcement: Top Bars Plan

Reinforcement: Top Bars Plan - 35


36/58

(1)T16x1.9B

(2)T16x1.9B

(1)T16x2.6B

(1)T16x1.9B

(1)T16x1.9B

(1)T16x1.9B

(4)T16x1.9B

(1)T16x1.9B

(1)T16x1.2B

Reinforcement: Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Latitude Program Concentrated Reinf.; Longitude Program Concentrated Reinf.; Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Concentrated Reinf. Descriptions; Concentrated Reinf. Extent; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Bott


Scale = 1:300


Reinforcement: Bottom Bars Plan

Reinforcement: Bottom Bars Plan - 36


37/58

Reinforcement: User Lines; User Notes; User Dimensions; Latitude User Transverse Reinf.; Latitude Program Transverse Reinf.; Latitude User Individual Transverse Bars; Latitude Program Individual Transverse Bars; Longitude User Transverse Reinf.; Longitude Program Transverse Reinf.; Longitude User Individual Transverse Bars; Longitude Program Individual Transv


Scale = 1:300


Reinforcement: Shear Bars Plan

Reinforcement: Shear Bars Plan - 37


38/58

Reinforcement: User Lines; User Notes; User Dimensions; Program SSR Callouts; SSR Callout Details; Program SSR Rails;


Scale = 1:300


Reinforcement: SSR Plan

Reinforcement: SSR Plan - 38


39/58

Reinforcement: User Lines; User Notes; User Dimensions; Longitude User Individual Bars; Longitude Program Individual Bars; Latitude User Individual Bars; Latitude Program Individual Bars; Top Face Individual Bars; Both Faces Individual Bars;


Scale = 1:300


Reinforcement: Individual Top Bars Plan

Reinforcement: Individual Top Bars Plan - 39


40/58

Reinforcement: User Lines; User Notes; User Dimensions; Longitude User Individual Bars; Longitude Program Individual Bars; Latitude User Individual Bars; Latitude Program Individual Bars; Bottom Face Individual Bars; Both Faces Individual Bars;


Scale = 1:300


Reinforcement: Individual Bottom Bars Plan

Reinforcement: Individual Bottom Bars Plan - 40


41/58

575

575

575

575

575

575

575

575

575

575

575

575

575

43

43

43

43

43

43

43

43

43

43

43

43

43

210

210

210

210

210

125

125

210

210

210

210

210

210

43

120

210

125

125

120

120

120

120

120

120

103

103

210

575

575

575

575

210

210

210

210

210

210

210

210

125

575

575

575

210

210

63

63

63

63

63

63

63

43

120

43

210

210

210

210

210

210

210

210

210

43

43

43

43

43

43

43

43

43

43

43

43

575

575

575

575

575

575

575

575

575

575

575

575

575

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

Manual Latitude Tendon: Tendons; Tendon Inflection Ratio; Num Strands; Jacks; Tendon Points; Profile 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;Latitude Tendon Parameters: Distributed Tendon Quadrilateral; Distributed Tendon Description; Banded Tendons; Banded Tendon Description; Banded Tendon Fillet Graphics; Distributed Tendon Overlap Areas; Tendon Void;

Scale = 1:300


Manual Latitude Tendon: Standard Plan

Manual Latitude Tendon: Standard Plan - 41


42/58

125

210

43

210

43

210

43

575

125

210

43

210

43

575

125

210

43

210

43

575

125

210

4 3

2 1 0

43

575

125

210

93

210

210

43

575

125

210

93

125

125

43

125

125

210

93

210

210

43

125

125

210

93

210

93

210

43

125

125

210

93

210

93

125

125

210

93

210

93

210

125

125

210

93

210

93

2

10

43

125

125

210

43

210

43

125

125

210

43

210

43

125

125

210

43

210

210

43

575

2 1

0

43

575

125

210

4 3

125

210

43

210

43

575

125

210

43

210

43

575

125

210

43

210

43

575

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3 S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3 S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

3S

Manual Longitude Tendon: Tendons; Tendon Inflection Ratio; Num Strands; Jacks; Tendon Points; Profile 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;Longitude Tendon Parameters: Distributed Tendon Quadrilateral; Distributed Tendon Description; Banded Tendons; Banded Tendon Description; Banded Tendon Fillet Graphics; Distributed Tendon Overlap Areas; Tendon Void;

Scale = 1:300


Manual Longitude Tendon: Standard Plan

Manual Longitude Tendon: Standard Plan - 42


43/58

Additional Mass Loading: User Lines; User Notes; User Dimensions; Mass Point Loads; Mass Point Load Icons; Mass Point Load Values; Mass Line Loads; Mass Line Load Icons; Mass Line Load Values; Mass Area Loads; Mass Area Load Icons; Mass Area Load Values;


Scale = 1:300


Additional Mass Loading: All Loads Plan

Additional Mass Loading: All Loads Plan - 43


44/58

Vibration Analysis: User Lines; User Notes; User Dimensions; Vibration Excitation Area; Vibration Excitation Area Hatching;


Scale = 1:300


Vibration Analysis: Excitation Areas Plan

Vibration Analysis: Excitation Areas Plan - 44


45/58

Vibration Analysis: User Lines; User Notes; User Dimensions;


Scale = 1:300Vibration Analysis - (Vertical RMS Velocity) (Maximum Values) (X-Axis Direction)

-0.4 -0.3 -0.2 -0.1 0 0.1 0.2 0.3 0.4

Min Value = 0 m/sec @ (0,0) Max Value = 0 m/sec @ (0,0)


Vibration Analysis: Max RMS Velocity Plan

Vibration Analysis: Max RMS Velocity Plan - 45


46/58



Scale = 1:300Vibration Analysis - (Vertical RMS Acceleration) (Maximum Values) (X-Axis Direction)

-0.4 -0.3 -0.2 -0.1 0 0.1 0.2 0.3 0.4

Min Value = 0 m/sec² @ (0,0) Max Value = 0 m/sec² @ (0,0)


Vibration Analysis: Max RMS Acceleration Plan

Vibration Analysis: Max RMS Acceleration Plan - 46


47/58



Scale = 1:300Vibration Analysis - (Vertical Response Factor) (Maximum Values) (X-Axis Direction)

-0.4 -0.3 -0.2 -0.1 0 0.1 0.2 0.3 0.4

Min Value = 0 @ (0,0) Max Value = 0 @ (0,0)


Vibration Analysis: Max Response Factor Plan

Vibration Analysis: Max Response Factor Plan - 47


48/58

Design Status: User Lines; User Notes; User Dimensions; PC Designs; PC Design Numbers; PC Design Status; PC Design Stress Ratios; PC Design Sections;


Scale = 1:300


Design Status: Punching Shear Status Plan

Design Status: Punching Shear Status Plan - 48


49/58

1

F a i l e d : 3 . 1

2 . 1

1 . 2 . 4

2

F a i l e d : 3 . 1

2 . 1

1 . 2 . 4

3

F a i l e d : 3 . 1

2 . 1

1 . 2 . 4

4

F a i l e d : 3 . 1

2 . 1

1 . 2 . 4

5

F a i l e d : 3 . 1

2 . 1

1 . 2 . 4

6 O K

7

F a i l e d : 3 . 1

2 . 1

1 . 2 . 4

8

F a i l e d : 3 . 1

2 . 1

1 . 2 . 4

9

F a i l e d : 3 . 1

2 . 1

1 . 2 . 4 1

0

F a i l e d : 3 . 1

2 . 1

1 . 2 . 4

11

OK

12OK

13OK

14Failed: 3.12.11.2.41

5OK

16OK

17OK

1 8

O K

19OK

20Failed: 3.12.11.2.4

2 1

O K

2 2

O K

23OK

24Failed: 3.12.11.2.4

2 5

O K

2 6

O K

27OK

28OK

2 9

O K

30

OK

31

OK

3 2

O K

33OK

34OK

35OK

36OK

37OK

38OK

39OK

40

OK

41

OK

4 2

O K

43OK

44

OK

45OK

46

OK

4 7

O K

48

Failed:3.12.11.2.4

49

Failed:3.12.11.2.4

50

Failed:3.12.11.2.4

5 1

O K

5 2

O K

5 3

O K

5 4

O K

55OK

56

OK

57

OK

58

OK

5 9

O K

60OK

61

OK

62

OK

63OK

64OK

6 5

O K

6 6

O K

67OK 6

8 O K

6 9

O K

70OK

71Failed: 3.12.11.2.4

72OK

7 3

O K

7 4

O K

75OK

76

OK

77Failed: 3.12.11.2.4

7 8

O K

79

OK

80OK

8 1

O

K

8 2 O K

8 3

O K

84

OK

85Failed: 3.12.11.2.4

86OK87

Failed:3.12.11.2.4

88OK

89OK

90

Failed:3.1

2.11.2.4

9

1

Failed:3

.12.11.2.4

92

Failed:3.12.11.2.4

93

Failed:3.12.11.2.4

Design Status: User Lines; User Notes; User Dimensions; Latitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; DS Design Numbers; DS Design Status;


Scale = 1:300


Design Status: Latitude Status Plan

Design Status: Latitude Status Plan - 49


50/58

1 T 1 6 T

1 T 1 6 T

1 T 1 6 T 1 T 1 6 T

1 T 1 6 T 1 T 1 6 T

1 T16T 1 T16T

4 T 1 2 T

3 T 1 2 T

1 1 T 1 2 T21 T12T

7 T12T

1T16T

1T16T

16 T12T

1 0 T 1 2 T

7 T 1 2 T

14 T12T

1 T16T

6 T12T 3 T 1 2 T

8 T 1 2 T

6 T12T

5 T 1 2

T

4 T 1 2 T

15 T12T

1 T16T

1T16T

3T16T

1T16T

1T16T

Design Status: User Lines; User Notes; User Dimensions; Latitude Span Designs; Span Design Top Bars; Span Design Bar Descriptions; Latitude DS Designs; DS Design Top Bars;


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.; Latitude User Distributed Reinf.;Scale = 1:300


Design Status: Latitude Top Reinforcement Plan

Design Status: Latitude Top Reinforcement Plan - 50


51/58

1 T 1 6 B

2 T 1 6 B

1 T 1 6 B

1 T 1 6 B

1 T16B

1T16B

1 T16B

4T16B

1T16B

1T16B

Design Status: User Lines; User Notes; User Dimensions; Latitude Span Designs; Span Design Bottom Bars; Span Design Bar Descriptions; Latitude DS Designs; DS Design Bottom Bars;


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.; Latitude User Distributed Reinf.;Scale = 1:300


Design Status: Latitude Bottom Reinforcement Plan

Design Status: Latitude Bottom Reinforcement Plan - 51


52/58

1

2 T 1 0 @ 4 8 9 V

2

2 T 1 0 @ 3 5 7 V

3

4

2 T 1 0 @ 4 8 9 V 5

2 T 1 0 @ 4 8 9 V

6

7

2 T 1 0 @ 4 8 9 V 8

2 T 1 0 @ 4 8 9 V

9

2 T 1 0 @ 4 8 9 V

1 0

11

12

13

142 T10@489V1

5

16

17

1 8

19

20

2 1

2 2

23

242 T10@416V

2 5

2 6

27

28

2 9

2 T 1 0 @ 6 7 . 1

V30

2 [email protected]

31

3 2

33

34

3536

37

38

39

40

41

4 2

43

44

45

46 4 7

48

2T10@489V

49

50

2T10@489V

5 1

5 2

5 3

5 4

55

5657

58

5 9

60

61

6263

64

6 5

6 6

67 6 8

2 T 1 0 @ 6 2 . 5

V

6 9

70

712 T10@489V

72 7 3

7 4

75

76

77

7 8

79

80

8 1

8 2

2 T 1 0 @

8 9 . 6

V

8 3

84

852 T10@489V

8687

2T10@489V

88

2T10@114V

89

2T10@489V

90

2T10@

489V

9

1

92

2T10@489V

93

Design Status: User Lines; User Notes; User Dimensions; Latitude Span Designs; Span Design Shear Bars; Span Design Bar Descriptions; Latitude DS Designs; DS Design Numbers; DS Design Shear Bars;


Scale = 1:300


Design Status: Latitude Shear Reinforcement Plan

Design Status: Latitude Shear Reinforcement Plan - 52


53/58

Design Status: User Lines; User Notes; User Dimensions; Longitude Span Designs; Span Design Numbers; Span Design Status; Longitude DS Designs; DS Design Numbers; DS Design Status;


Scale = 1:300


Design Status: Longitude Status Plan

Design Status: Longitude Status Plan - 53


54/58

Design Status: User Lines; User Notes; User Dimensions; Longitude Span Designs; Span Design Top Bars; Span Design Bar Descriptions; Longitude DS Designs; DS Design Top Bars;


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; Longitude User Concentrated Reinf.; Longitude User Distributed Reinf.;Scale = 1:300


Design Status: Longitude Top Reinforcement Plan

Design Status: Longitude Top Reinforcement Plan - 54


55/58

Design Status: User Lines; User Notes; User Dimensions; Longitude Span Designs; Span Design Bottom Bars; Span Design Bar Descriptions; Longitude DS Designs; DS Design Bottom Bars;


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; Longitude User Concentrated Reinf.; Longitude User Distributed Reinf.;Scale = 1:300


Design Status: Longitude Bottom Reinforcement Plan

Design Status: Longitude Bottom Reinforcement Plan - 55


56/58

Design Status: User Lines; User Notes; User Dimensions; Longitude Span Designs; Span Design Shear Bars; Span Design Bar Descriptions; Longitude DS Designs; DS Design Shear Bars;


Scale = 1:300


Design Status: Longitude Shear Reinforcement Plan

Design Status: Longitude Shear Reinforcement Plan - 56


57/58

Calculating All (Everything Out-of-Date)(Considering Previous Warnings)

Active Calculation Options:

The structure is not automatically stabilized in the X and Y directions.

Supports above slab NOT included in self-dead loading.

Tendon vertical component NOT considered in punch check reactions.

Design reinforcement.

6 zero-tension iterations are used to eliminate tension in area springs.

Creep Factor of 3.35 used in ECR and load history calculations.

Shrinkage strain of 0.0004 used in ECR and load history calculations.

BS 8110-1997 (Amd. #1 & #2) is used in design.

Live load reduction not used

Assembling Stiffness Matrix.

3460 Degrees of Freedom

Triangularizing Stiffness Matrix.

Creating Self-Dead Loading.

No Tendons to Generate on Latitude Tendon Parameters layer

No Tendons to Generate on Longitude Tendon Parameters layer

Creating Balance Loading.

Detailing User Reinforcement.

Determining Concrete Cross Sections

Determining Tendon Cross Sections

Determining Reinforcing Bar Cross Sections

Solving for Self-Dead Loading. Solving for Self-Dead Loading - Pattern: Full Pattern.

Total Loads: (0,0,-2460) kN

Total Reactions: (5.44e-11,-2.45e-10,2460) kN

Load-Reaction Tolerance: (5.44e-11,-2.45e-10,-8.1e-11) kN

Solving for Balance Loading.

Solving for Balance Loading - Pattern: Full Pattern.

Total Loads: (0.00309,5.84e-14,1.19e-13) kN

Total Reactions: (-0.00309,-1.23e-10,4.93e-11) kN

Load-Reaction Tolerance: (2.87e-10,-1.23e-10,4.94e-11) kN

Solving for Temporary Construction (At Stressing) Loading.

Temporary Construction (At Stressing) Loading has No Loads.

Solving for Other Dead Loading.

Solving for Other Dead Loading - Pattern: Full Pattern.




Solving for Live (Reducible) Loading.

Live (Reducible) Loading has No Loads.

Solving for Live (Unreducible) Loading.

Solving for Live (Unreducible) Loading - Pattern: Full Pattern.




Solving for Live (Roof) Loading.

Live (Roof) Loading has No Loads.

Calculating Precompression in Cross Sections

Solving for Hyperstatic Loading.

Solving for All Dead LC.

Solving for Dead + Balance LC.Solving for Initial Service LC.

Solving for Service LC: D + (1.0 | 0.0) L.

Solving for Ultimate LC: (1.4 | 1.0) D + (1.6 | 0.0) L.

Solving for Accident LC.

Solving for LT Uncracked Deflection LC.

Solving for ULTIMATE MM.

Calculating Code Minimum Design envelopes.

Calculating User Minimum Design envelopes.

Calculating Initial Service Design envelopes.

Calculating Service Design envelopes.

Calculating Strength Design envelopes.

Calculating Accident Design envelopes.

Calculating Ductility Design envelopes.

Calculating Code Minimum Design - Pass 0

Calculating User Minimum Design - Pass 0

Calculating Initial Service Design - Pass 0

Calculating Service Design - Pass 0

Calculating Strength Design - Pass 0

Calculating Accident Design - Pass 0


Calc Log

Calc Log - 57


58/58

Calculating Ductility Design - Pass 0















Calculating Code Minimum Design - Final Design Check

Calculating User Minimum Design - Final Design Chec

Calculating Initial Service Design - Final Design Check

Calculating Service Design - Final Design Check

Calculating Strength Design - Final Design Check

Calculating Accident Design - Final Design Check

Calculating Ductility Design - Final Design Check

Laying Out Program ReinforcementOptimizing Program Reinforcement Layout

Converting SSR Designs

Converting Transverse Bar Designs

Detailing Program Reinforcement

Estimating Costs

This analysis has been completed successfully, check above for any warnings or errors.


Calc Log (2)

TYPICAL FLOOR CALCULATION.pdf

Documents

Transcript of TYPICAL FLOOR CALCULATION.pdf