Post on 06-Jul-2018
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
HFCCS - typical.cpt - 20/1/2016
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
T16 201 200000 460 None Code Code Code
T20 314 200000 460 None Code Code Code
T25 491 200000 460 None Code Code Code
T32 804 200000 460 None Code Code Code
T40 1260 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
HFCCS - typical.cpt - 20/1/2016
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
Loading Standard Factor Alt. Envelope Factor
Self-Dead Loading 1 1
Balance Loading 1 1
Other Dead Loading 1 1
Initial Service LC Active Design Criteria: Initial Service Design
Analysis: Linear
Loading Standard Factor Alt. Envelope Factor
Self-Dead Loading 1 1
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
Loading Standard Factor Alt. Envelope Factor
Self-Dead Loading 1 1
Balance Loading 1 1
Other Dead 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
HFCCS - typical.cpt - 20/1/2016
Load Combinations
Load Combinations - 6
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Accident LC Active Design Criteria: User Minimum Design, Code Minimum Design, Accident Design
Analysis: Linear
Loading Standard Factor Alt. Envelope Factor
Self-Dead Loading 1.05 1
Other Dead Loading 1.05 1
Live (Reducible) Loading 0.35 0
Live (Unreducible) Loading 0.35 0
Live (Roof) Loading 0.35 0
LT Uncracked Deflection LC Active Design Criteria:
Analysis: Linear
Loading Standard Factor Alt. Envelope Factor
Self-Dead Loading 3 3
Balance Loading 3 3
Other Dead 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
Loading Standard Factor Alt. Envelope Factor
Self-Dead Loading 1.4 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
HFCCS - typical.cpt - 20/1/2016
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
HFCCS - typical.cpt - 20/1/2016
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.
HFCCS - typical.cpt - 20/1/2016
Detailing Rules
Detailing Rules - 9
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Load History Step Name Load Combination Duration
(days)
Total Age
(days)
HFCCS - typical.cpt - 20/1/2016
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
HFCCS - typical.cpt - 20/1/2016
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;
Drawing Import: User Lines; User Notes; User Dimensions;Scale = 1:300
HFCCS - typical.cpt - 20/1/2016
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
Drawing Import: User Lines; User Notes; User Dimensions;Scale = 1:300
HFCCS - typical.cpt - 20/1/2016
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;
Drawing Import: User Lines; User Notes; User Dimensions;Scale = 1:300
HFCCS - typical.cpt - 20/1/2016
Element: Supports Above Slab Summary Plan
Element: Supports Above Slab Summary Plan - 14
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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
HFCCS - typical.cpt - 20/1/2016
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
HFCCS - typical.cpt - 20/1/2016
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;
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
HFCCS - typical.cpt - 20/1/2016
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;
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
HFCCS - typical.cpt - 20/1/2016
Live (Roof) Loading: All Loads Plan
Live (Roof) Loading: All Loads Plan - 19
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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;
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 = 1:300Service 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)
HFCCS - typical.cpt - 20/1/2016
Service LC: D + (1.0 | 0.0) L: Max Deflection Plan
Service LC: D + (1.0 | 0.0) L: Max Deflection Plan - 20
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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;
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 = 1:300Service 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)
HFCCS - typical.cpt - 20/1/2016
Service LC: D + (1.0 | 0.0) L: Min Deflection Plan
Service LC: D + (1.0 | 0.0) L: Min Deflection Plan - 21
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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)
HFCCS - typical.cpt - 20/1/2016
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
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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;
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 = 1:300Ultimate 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)
HFCCS - typical.cpt - 20/1/2016
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
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-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
Ultimate LC: (1.4 | 1.0) D + (1.6 | 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 = 1:300Ultimate LC: (1.4 | 1.0) D + (1.6 | 0.0) L - Bending Moment Plot (Minimum Values) (X-Axis Direction)
One Contour = 20 kNMin Value = -863.1 kN @ (17.55,-5.149) Max Value = 287.7 kN @ (17.7,-0.5983)
HFCCS - typical.cpt - 20/1/2016
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
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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
Ultimate LC: (1.4 | 1.0) D + (1.6 | 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 = 1:300Ultimate 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)
HFCCS - typical.cpt - 20/1/2016
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
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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
Ultimate LC: (1.4 | 1.0) D + (1.6 | 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 = 1:300Ultimate 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)
HFCCS - typical.cpt - 20/1/2016
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
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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
Ultimate LC: (1.4 | 1.0) D + (1.6 | 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 = 1:300Ultimate 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)
HFCCS - typical.cpt - 20/1/2016
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
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1 . 4
1
Ultimate LC: (1.4 | 1.0) D + (1.6 | 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 = 1:300Ultimate LC: (1.4 | 1.0) D + (1.6 | 0.0) L - Reaction Plot: (Column Below)(Fr,Fs,Fz,Mr,Ms,Mz)(Max Fz Context)
HFCCS - typical.cpt - 20/1/2016
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
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1 . 4
1
Ultimate LC: (1.4 | 1.0) D + (1.6 | 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 = 1:300Ultimate LC: (1.4 | 1.0) D + (1.6 | 0.0) L - Reaction Plot: (Column Below)(Fr,Fs,Fz,Mr,Ms,Mz)(Min Fz Context)
HFCCS - typical.cpt - 20/1/2016
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
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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;
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 = 1:300ULTIMATE MM - Bending Moment Plot (X-Axis Direction)
One Contour = 20 kNMin Value = -929.6 kN @ (17.55,-5.149) Max Value = 545.8 kN @ (17.7,-0.5983)
HFCCS - typical.cpt - 20/1/2016
ULTIMATE MM: Mx Plan
ULTIMATE MM: Mx Plan - 30
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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;
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 = 1:300ULTIMATE 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)
HFCCS - typical.cpt - 20/1/2016
ULTIMATE MM: My Plan
ULTIMATE MM: My Plan - 31
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Design Strip: Latitude DSs; Longitude DSs; Latitude SSSs; SSS Hatching; 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 = 1:300
HFCCS - typical.cpt - 20/1/2016
Design Strip: Latitude Design Spans Plan
Design Strip: Latitude Design Spans Plan - 32
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Design Strip: Longitude Span Boundaries; Longitude SSs; Longitude DSs; Longitude Strip Boundaries; Longitude SSSs; SSS Hatching; 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 = 1:300
HFCCS - typical.cpt - 20/1/2016
Design Strip: Longitude Design Spans Plan
Design Strip: Longitude Design Spans Plan - 33
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Design Strip: User Lines; User Notes; User Dimensions; Punching Checks; Punching Check Sections;
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
HFCCS - typical.cpt - 20/1/2016
Design Strip: Punching Checks Plan
Design Strip: Punching Checks Plan - 34
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(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
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 = 1:300
HFCCS - typical.cpt - 20/1/2016
Reinforcement: Top Bars Plan
Reinforcement: Top Bars Plan - 35
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(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
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 = 1:300
HFCCS - typical.cpt - 20/1/2016
Reinforcement: Bottom Bars Plan
Reinforcement: Bottom Bars Plan - 36
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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
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
HFCCS - typical.cpt - 20/1/2016
Reinforcement: Shear Bars Plan
Reinforcement: Shear Bars Plan - 37
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Reinforcement: User Lines; User Notes; User Dimensions; Program SSR Callouts; SSR Callout Details; Program SSR Rails;
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
HFCCS - typical.cpt - 20/1/2016
Reinforcement: SSR Plan
Reinforcement: SSR Plan - 38
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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;
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
HFCCS - typical.cpt - 20/1/2016
Reinforcement: Individual Top Bars Plan
Reinforcement: Individual Top Bars Plan - 39
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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;
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
HFCCS - typical.cpt - 20/1/2016
Reinforcement: Individual Bottom Bars Plan
Reinforcement: Individual Bottom Bars Plan - 40
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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
HFCCS - typical.cpt - 20/1/2016
Manual Latitude Tendon: Standard Plan
Manual Latitude Tendon: Standard Plan - 41
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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
HFCCS - typical.cpt - 20/1/2016
Manual Longitude Tendon: Standard Plan
Manual Longitude Tendon: Standard Plan - 42
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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;
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
HFCCS - typical.cpt - 20/1/2016
Additional Mass Loading: All Loads Plan
Additional Mass Loading: All Loads Plan - 43
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Vibration Analysis: User Lines; User Notes; User Dimensions; Vibration Excitation Area; Vibration Excitation Area Hatching;
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
HFCCS - typical.cpt - 20/1/2016
Vibration Analysis: Excitation Areas Plan
Vibration Analysis: Excitation Areas Plan - 44
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Vibration Analysis: 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 = 1:300Vibration 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)
HFCCS - typical.cpt - 20/1/2016
Vibration Analysis: Max RMS Velocity Plan
Vibration Analysis: Max RMS Velocity Plan - 45
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Vibration Analysis: 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 = 1:300Vibration 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)
HFCCS - typical.cpt - 20/1/2016
Vibration Analysis: Max RMS Acceleration Plan
Vibration Analysis: Max RMS Acceleration Plan - 46
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Vibration Analysis: 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 = 1:300Vibration 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)
HFCCS - typical.cpt - 20/1/2016
Vibration Analysis: Max Response Factor Plan
Vibration Analysis: Max Response Factor Plan - 47
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Design Status: User Lines; User Notes; User Dimensions; PC Designs; PC Design Numbers; PC Design Status; PC Design Stress Ratios; PC Design Sections;
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
HFCCS - typical.cpt - 20/1/2016
Design Status: Punching Shear Status Plan
Design Status: Punching Shear Status Plan - 48
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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;
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
HFCCS - typical.cpt - 20/1/2016
Design Status: Latitude Status Plan
Design Status: Latitude Status Plan - 49
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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;
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.; Latitude User Distributed Reinf.;Scale = 1:300
HFCCS - typical.cpt - 20/1/2016
Design Status: Latitude Top Reinforcement Plan
Design Status: Latitude Top Reinforcement Plan - 50
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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;
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.; Latitude User Distributed Reinf.;Scale = 1:300
HFCCS - typical.cpt - 20/1/2016
Design Status: Latitude Bottom Reinforcement Plan
Design Status: Latitude Bottom Reinforcement Plan - 51
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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 T10@84.5V
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;
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
HFCCS - typical.cpt - 20/1/2016
Design Status: Latitude Shear Reinforcement Plan
Design Status: Latitude Shear Reinforcement Plan - 52
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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;
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
HFCCS - typical.cpt - 20/1/2016
Design Status: Longitude Status Plan
Design Status: Longitude Status Plan - 53
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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;
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; Longitude User Concentrated Reinf.; Longitude User Distributed Reinf.;Scale = 1:300
HFCCS - typical.cpt - 20/1/2016
Design Status: Longitude Top Reinforcement Plan
Design Status: Longitude Top Reinforcement Plan - 54
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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;
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; Longitude User Concentrated Reinf.; Longitude User Distributed Reinf.;Scale = 1:300
HFCCS - typical.cpt - 20/1/2016
Design Status: Longitude Bottom Reinforcement Plan
Design Status: Longitude Bottom Reinforcement Plan - 55
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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;
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
HFCCS - typical.cpt - 20/1/2016
Design Status: Longitude Shear Reinforcement Plan
Design Status: Longitude Shear Reinforcement Plan - 56
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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.
Total Loads: (0,0,-3570) kN
Total Reactions: (2.97e-11,-5.42e-10,3570) kN
Load-Reaction Tolerance: (2.97e-11,-5.42e-10,-8.85e-11) kN
Solving for Live (Reducible) Loading.
Live (Reducible) Loading has No Loads.
Solving for Live (Unreducible) Loading.
Solving for Live (Unreducible) Loading - Pattern: Full Pattern.
Total Loads: (0,0,-794) kN
Total Reactions: (1.84e-11,-8.3e-11,794) kN
Load-Reaction Tolerance: (1.84e-11,-8.3e-11,-2.43e-11) kN
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
HFCCS - typical.cpt - 20/1/2016
Calc Log
Calc Log - 57
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Calculating Ductility Design - Pass 0
Calculating Code Minimum Design - Pass 1
Calculating User Minimum Design - Pass 1
Calculating Initial Service Design - Pass 1
Calculating Service Design - Pass 1
Calculating Strength Design - Pass 1
Calculating Accident Design - Pass 1
Calculating Ductility Design - Pass 1
Calculating Code Minimum Design - Pass 2
Calculating User Minimum Design - Pass 2
Calculating Initial Service Design - Pass 2
Calculating Service Design - Pass 2
Calculating Strength Design - Pass 2
Calculating Accident Design - Pass 2
Calculating Ductility Design - Pass 2
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.
HFCCS - typical.cpt - 20/1/2016
Calc Log (2)