\\192.168.1.5\01 - pt design dep\PT PROJECT\I. Vietnam\I.1 Ongoing\2023\2022.10.07. Aeon Long Bien Extention\2.

Design\3. SD\04_07_2023 Update mbkc\Rapt Punching\Rapt\EC2\4PB1-PK5-(W-X) 9.0x8.5B_SDL0.3LL5.4.rpf

RAPT - Version: 6.6.8.0

Reinforced And Post-Tensioned Concrete Analysis & Design Package
Copyright(C) 1988 - 2021 PCDC Pty. Ltd. All Rights Reserved

Licensee
Utracon Structural Systems
www.utracon.com
10343062220811WPN1

Input
General
Design Code List Vietnam - Eurocode 2*SAVED*
Material List Vietnam EC_2 - Vietnam Materials*SAVED*
Reinforcement Type List Bonded Prestressed
Member Type List Beam
Panel Type List Internal
Strip Type List One way - Nominal Width
Column Stiffness List Equivalent Column
Concrete Type List Standard Concrete
Concrete - Spanning Members List C25/30
Concrete - Columns List C25/30
Top Reinforcement Cover mm 55
Bottom Reinforcement Cover mm 55
Top Reinforcement Axis Depth Limit mm 30
Bottom Reinforcement Axis Depth Limit mm 30
Concrete Unit Weight kn/m3 25
Self Weight Definition List Program Calculated
Pattern Live Load Y/N
Earthquake Design List None
Moment Redistribution % 0
Design Surface Levels List Reduced Levels
Eurocode Ultimate Load Combination Basis List Eurocode Eqns 6.10a and 6.10b

Span
Span Span Slab Panel Panel
Length Depth Width Width
Left Right
mm mm mm mm
LE 325
1 9000 180 8500 8500
RE 325

Columns
Column Column Support Column Column Column Column Column Column Transverse Capital Depth Pin Percentage Braced
Grid Type Height Width Length Height Width Length Column below Base Column frame
Reference Above Above Above below below below spacing deepest below Stiffness at this
section column
A List mm mm mm mm mm mm mm mm Y/N % Y/N
1 1 Column 3500 650 650 3500 650 650 8500 0 N 100 Y
2 2 Column 3500 650 650 3500 650 650 8500 0 N 100 Y

Column Column Punching

Shortening Shear
Restrained Check
required
Y/N Y/N
1 Y N
2 Y N
RAPT 6.6.8.0 8/4/2023 8:34:26 AM Page 2/19
Licensee: Utracon Structural Systems License No.: 10343062220811WPN1
Beams
Beam Beam Beam Beam Effective
Number Depth Width Width Flange
at Width
Slab
mm mm mm mm
1 500 900 900 2160

Load Cases
Load Load Type Load Definition Live Load Description
Case Deflection
Case
List List Y/N A
1 Self Weight Applied Loads SW
2 Initial Dead Load Applied Loads
3 Wind Load Moment/Shear Envelope
4 Live Load Applied Loads Y

1. Self Weight - Line

Load Left End Left end of Load at Right End Right end of Load at Description
Reference load from left end reference load from right
Column reference column reference end
column column
# mm kN/m # mm kN/m A
1 1 -325 45.45 2 325 45.45
2 1 -325 3.8 2 325 3.8

2. Initial Dead Load - Panel

Load Left End Left end of Load at Right End Right end of Load at Description
reference load from left end reference load from right
column reference column reference end
column column
# mm kN/m2 # mm kN/m2 A
1 1 -325 0.75 2 325 0.75

2. Initial Dead Load - Point

Load Reference Distance to Load Load Description
column Load from Length
reference
column
# mm kN mm A
1 1 100 56.1 200
2 1 8900 56.1 200

3. Wind Load - Envelope Column

Column Primary Primary Primary Reversal Reversal Reversal
Moment in Moment in Reaction Moment in Moment in Reaction
Column above Column below column above column below
kNm kNm kN kNm kNm kN
1 0 0 0 0 0 0
2 0 0 0 0 0 0

3. Wind Load - Envelope Span 1

Point Location Primary Primary Reversal Reversal
Moment Shear Moment Shear
mm kNm kN kNm kN
1 0 18 0.06 -18 -0.06
2 15 15 0.06 -15 -0.06
3 15 15 0.05 -15 -0.05
4 11 11 0.03 -11 -0.04
5 11 11 0.03 -11 -0.03
6 7 7 0.01 -7 -0.01
7 7 7 0.02 -7 -0.02
8 2 2 0.01 -2 -0.01
9 2 2 0.02 -2 -0.02
10 0 0 0.01 0 -0.01
11 2 2 0.01 -2 -0.01
12 2 2 0.02 -2 -0.02
RAPT 6.6.8.0 8/4/2023 8:34:27 AM Page 3/19
Licensee: Utracon Structural Systems License No.: 10343062220811WPN1

Point Location Primary Primary Reversal Reversal

Moment Shear Moment Shear
mm kNm kN kNm kN
13 7 7 0.01 -7 -0.01
14 7 7 0.02 -7 -0.02
15 11 11 0.02 -11 -0.02
16 11 11 0.04 -11 -0.05
17 15 15 0.04 -15 -0.05
18 15 15 0.07 -15 -0.07
19 9000 18 0.06 -18 -0.06

4. Live Load - Panel

Load Left End Left end of Load at Right End Right end of Load at Live Load Description
reference load from left end reference load from right reduction
column reference column reference end
column column
# mm kN/m2 # mm kN/m2 #.# A
1 1 -325 5.4 2 325 5.4 1

Load Combinations : Ultimate

Load Description Prestress Prestress 1. Self 2. Initial 3. 4.
Combination Secondary Secondary Weight Dead Wind Live
Adverse Beneficial Load Load Load
A #.# #.# #.# #.# #.# #.#
1 Live Load 1 1 1.35 1.35 1.05 0
2 Live Load 1 1 1 1 1.5 0
3 Dead Load 1 1 1.15 1.15 1.5 0
4 Live Load 1 1 1 1 1.5 0
5 Live Load 1 1 1.35 1.35 1.05 0.9
6 Dead Load 1 1 1 1 1.5 0.9
7 Dead Load 1 1 1.15 1.15 1.5 0.9
8 Dead Load 1 1 1.15 1.15 1.5 1.5
9 Dead Load 1 1 1 1 1.5 1.5
10 Wind Load 1 1 1 1 1.5 1.5
11 Wind Load 1 1 1 1 0.3 0

Load Combinations : Short Term Service

Load Description Long-term 1. Self 2. Initial 3. Wind 4. Live
Combination Prestress Weight Dead Load Load Load
A #.# #.# #.# #.# #.#
1 Live Load 1 1 1 0 0.7
2 Wind Load 1 1 1 0.2 0
3 Wind Load 1 1 1 0.2 0.6

Load Combinations : Permanent Service

Load Description Long-term 1. Self 2. Initial 3. Wind 4. Live
Combination Prestress Weight Dead Load Load Load
A #.# #.# #.# #.# #.#
1 Live Load 1 1 1 0 0.6

Load Combinations : Deflection

Load Description Long-term 1. Self 2. Initial 3. Wind 4. Live
Combination Prestress Weight Dead Load Load Load
A #.# #.# #.# #.# #.#
1 Short Term - Deflection 1 1 1 0 0.7
2 Permanent - Deflection 1 1 1 0 0.6
3 Initial - Deflection 1 1 1 0 0

Load Combinations : Transfer Prestress

Load Description Transfer 1. Self 2. Initial 3. Wind 4. Live
Combination Prestress Weight Dead Load Load Load
A #.# #.# #.# #.# #.#
1 Transfer 1 1 0 0 0
RAPT 6.6.8.0 8/4/2023 8:34:28 AM Page 4/19
Licensee: Utracon Structural Systems License No.: 10343062220811WPN1
Load Combinations : Pre Existing
Load Description Long-term 1. Self 2. Initial 3. Wind 4. Live
Combination Prestress Weight Dead Load Load Load
A #.# #.# #.# #.# #.#
1 Pre Existing 1 1 0 0 0

Load Combinations : Construction

Load Description Long-term 1. Self 2. Initial 3. Wind 4. Live
Combination Prestress Weight Dead Load Load Load
A #.# #.# #.# #.# #.#
1 Construction 1 1 0 0 0

Load Case 1 : 1. Self Weight

1 2
kN/m
50
40
30
20
10 L2
0
0 9000mm
50 L1
40
30
20
10
0
1 2

Load Case 2 : 2. Initial Dead Load

1 2
kN/m kN
50 1 2 75
40 60
30 45
20 30
10 15
0 0
0 9000mm
50 75
40 60
30 45
20 30
10 P1 15
0 0
1 2

Load Case 3 : 3. Wind Load

kNm 1 2
-18

-9

18
0 9000mm

Moment
RAPT 6.6.8.0 8/4/2023 8:34:29 AM Page 5/19
Licensee: Utracon Structural Systems License No.: 10343062220811WPN1

1 2
kN
0.06

0.03

-0.03

-0.06
0 9000mm

Shear

kNm 1 2
-18

-9

18
0 9000mm

Moment

1 2
kN
0.06

0.03

-0.03

-0.06
0 9000mm

Shear

Load Case 4 : 4. Live Load

1 2
kN/m
50 P1
40
30
20
10
0
0 9000mm
Prestress
Tendon Normal or Steel Steel PrestressPrestress Number Number Spacing Top Bottom Left Distance to
upside down Type Diameter Type Anchorage of of of Cover Cover Anchorage left
profiles Size Strands Tendons tendons to to Duct Reference anchorage
Duct Column from column
List List List List List List #.# mm mm mm # mm
1 Strand 15.2mm MonoStrand 4 4 1 55 50 1 -325
2 Strand 15.2mm MonoStrand 4 4 1 55 50 1 -325

Tendon Left Coupler at Right Distance to Right Coupler at Stacked tendons, Tendon
Anchorage Left Anchorage Right Anchorage Right No effect on Length
Type Anchorage Reference Anchorage from Type Anchorage effective shear
Column Column width
List Y/N # mm List Y/N List mm
1 2 325 Individual 9650
2 2 325 Individual 9650
RAPT 6.6.8.0 8/4/2023 8:34:30 AM Page 6/19
Licensee: Utracon Structural Systems License No.: 10343062220811WPN1
Tendon 1 : - Drape Locations
Span Tendon Length of Left End Location Length of Right End Reverse Number of Extra Tendon Number
Profile Type Straight of Low Straight Curve strands angle Profile of strands
Section/Start of Point of Section/End of Radius from right change Point full length
Drape Section in Parabola Drape Section in terminating in this Spacing of tendon
Span Span in span span in span
List mm mm mm mm # #.# mm #
1 325 4500 325 3200 0 0 4999 4

Tendon 1 : - Allowable Profiles

Span Tendon Cover Tendon Cover Tendon Cover to Tendon Cover Tendon Cover Available Relative
to centreline at to duct at left duct at low point to duct at right to duct at right Parabola Minimum
left end of end of of parabola end of end of span Drape Tendon
span Parabola Parabola Ratio
mm mm mm mm mm mm #.#
1 183.5 183.5 50 183.5 183.5 187.1 1

Tendon 1 : - Adopted Profiles

Span Profile Profile Profile Profile Profile Profile Adopted Percentage of Prestress Balanced
Height height at height at Height at height at height at Parabolic available Force Uniform
Datum left end left end of midpoint of right end of right end Drape parabolic drape Load
of span parabola parabola parabola of span adopted
mm mm mm mm mm mm mm % kN %
1 500 350 350 67.9 150 150 182.1 97.328 149.59 25.386

Tendon 1 : - Details
Reverse Curve at Left Anchorage Y/N Y
Reverse Curve at Right Anchorage Y/N Y
Percentage Jacking Force % 80
Include Secondary Prestress Effects Y/N Y
External Tendon Y/N N
Grouted At Transfer Y/N N

Tendon 1 : - Jacking Sequence

Stage Proportion of Stressing Concrete
Jacking force Time in Strength
applied at this days
stage
% #.# MPa
100 7.817 20
0 0 0
0 0 0
0 0 0

Tendon 2 : - Drape Locations

Span Tendon Length of Left End Location Length of Right End Reverse Number of Extra Tendon Number
Profile Type Straight of Low Straight Curve strands angle Profile of strands
Section/Start of Point of Section/End of Radius from right change Point full length
Drape Section in Parabola Drape Section in terminating in this Spacing of tendon
Span Span in span span in span
List mm mm mm mm # #.# mm #
1 325 4500 325 3200 0 0 4999 4

Tendon 2 : - Allowable Profiles

Span Tendon Cover Tendon Cover Tendon Cover to Tendon Cover Tendon Cover Available Relative
to centreline at to duct at left duct at low point to duct at right to duct at right Parabola Minimum
left end of end of of parabola end of end of span Drape Tendon
span Parabola Parabola Ratio
mm mm mm mm mm mm #.#
1 183.5 183.5 50 183.5 183.5 287.1 1
RAPT 6.6.8.0 8/4/2023 8:34:32 AM Page 7/19
Licensee: Utracon Structural Systems License No.: 10343062220811WPN1
Tendon 2 : - Adopted Profiles
Span Profile Profile Profile Profile Profile Profile Adopted Percentage of Prestress Balanced
Height height at height at Height at height at height at Parabolic available Force Uniform
Datum left end left end of midpoint of right end of right end Drape parabolic drape Load
of span parabola parabola parabola of span adopted
mm mm mm mm mm mm mm % kN %
1 500 350 350 67.9 350 350 282.1 98.258 138.88 36.511

Tendon 2 : - Details
Reverse Curve at Left Anchorage Y/N N
Reverse Curve at Right Anchorage Y/N N
Percentage Jacking Force % 75
Include Secondary Prestress Effects Y/N Y
External Tendon Y/N N
Grouted At Transfer Y/N N

Tendon 2 : - Jacking Sequence

Stage Proportion of Stressing Concrete
Jacking force Time in Strength
applied at this days
stage
% #.# MPa
25 0.828 9
75 28 30
0 0 0
0 0 0

Tendon 1 : - Gross Extension: 63mm - 1 - 4/15.2

Profile Heights
Span 1 Locat mm -325 325 4500 8675 9325
Height mm 350 340 55 140 150

Critical Profile Points

Span 1 Locat mm -325 -318.1 325 769.4 4500 8537.7 8675 9318.1 9325
Height mm -161.5 -161.5 -160.1 -190 -445 -362.7 -360.1 -361.5 -361.5

Tendon 2 : - Gross Extension: 56.8mm - 1 - 4/15.2

Profile Heights
Span 1 Locat mm -325 325 4500 8675 9325
Height mm 350 340 55 340 350

Critical Profile Points

Span 1 Locat mm -325 325 769.4 4500 8230.6 8675 9325
Height mm -161.5 -160.1 -190 -445 -190 -160.1 -161.5

Tendon 1 : - 1 - 4/15.2
mm
0
4

-200
4

-400

1 2
350cl

150cl
340

140
55
RAPT 6.6.8.0 8/4/2023 8:34:33 AM Page 8/19
Licensee: Utracon Structural Systems License No.: 10343062220811WPN1
Tendon 2 : - 1 - 4/15.2
mm
0
4

4
-200

4
-400

1 2
350cl

350cl
340

340
55
Reinforcement
Reinforcement Reinforcement Preferred Number
Use Type Bar Size of Legs
List List #
Flexural Bar T 390MPa
Flexural Mesh R 390MPa
Shear Option 1 T 295MPa 8 2
Shear Option 2 T 295MPa 10 2
Shear Option 3 T 295MPa 12 2
Punching Shear T 295MPa 8 3

Reinforcement
Maximum Minimum Minimum Minimum Span Minimum Span Infill Stagger
Bar Bar Continuous Reinforcement Reinforcement Bars Bars
Spacing Spacing Reinforcement into End into Internal
Support Support
mm mm #.# #.# #.# Y/N Y/N
Support Reinforcement 300 60 0 N N
Span Reinforcement 300 60 0 0 N N

Design Zones
Layer Steel Left End Distance to Bar stagger Top Cover Right End Distance to Bar stagger Top Cover Maximum Minimum Preferred
Number type Reference left end of length at left at left end Reference right end of length at at Right Bar Size Bar Size bar size
Column bar end Column bar right end end
List # mm mm mm # mm mm mm List List List
1 Bar 1 -325 0 55 2 325 0 30 28 28 28

Layer Minimum Maximum Minimum % in

Number Number of Spacing of Steel area as Flange
Bars Bars %
# mm % %
1 0 0 0 0

Design Zones
Layer Steel Left End Distance to Bar stagger Bottom Right End Distance to Bar stagger Bottom Maximum Minimum Preferred
Number type Reference left end of length at left Cover at left Reference right end of length at Cover at Bar Size Bar Size bar size
Column bar end end Column bar right end Right End
List # mm mm mm # mm mm mm List List List
1 Bar 1 -325 0 55 2 325 0 55 32 1 1

Layer Minimum Maximum Minimum % in

Number Number of Spacing of Steel area as Flange
Bars Bars %
# mm % %
1 0 0 0 0

User Defined
Layer Steel type Left End Distance Bar Top % Development % Development Right End Distance Bar Top
Number Reference to left stagger Cover of Left End of of Left End of Reference to right stagger Cover
Column end of length at at left Bar in Tension Bar in Column end of length at at Right
bar left end end Compression bar right end end
List # mm mm mm % % # mm mm mm
1 T 390MPa 1 -325 0 55 100 100 2 325 0 55
RAPT 6.6.8.0 8/4/2023 8:34:34 AM Page 9/19
Licensee: Utracon Structural Systems License No.: 10343062220811WPN1
Layer % Development % Development Bar Number Spacing % in Layer attached
Number of Right End of of Right End of Size of Bars of Bars Flange after the
Bar in Tension Bar in PreExisting Load
Compression Case
% % List # mm % Y/N
1 100 100 16 4 0 0 N

User Defined
Layer Steel type Left End Distance Bar Bottom % Development % Development Right End Distance Bar Bottom
Number Reference to left stagger Cover of Left End of of Left End of Reference to right stagger Cover
Column end of length at at Left Bar in Tension Bar in Column end of length at at Right
bar left end end Compression bar right end End
List # mm mm mm % % # mm mm mm
1 T 390MPa 1 -325 0 55 100 100 2 325 0 55

Layer % Development % Development Bar Number Spacing % in Layer attached

Number of Right End of of Right End of Size of Bars of Bars Flange after the
Bar in Tension Bar in PreExisting Load
Compression Case
% % List # mm % Y/N
1 100 100 16 4 0 0 N

Reinforcement Design Zones

1 2
mm
0

-200

-400

0 9000mm

Reinforcement Design Zones User Defined

1 2
mm
0

-200

-400

0 9000mm
Design Data
Capacity Reduction factor (phi) for Flexure #.# 1
Capacity Reduction factor (phi) for Shear #.# 1
Capacity Reduction factor (phi) for Shear with transverse reinf #.# 1
Material Factor for Concrete in Flexure #.# 1.5
Material Factor for Concrete in Shear #.# 1.25
Material Factor for Reinforcement #.# 1.15
Maximum Ratio of Neutral Axis Depth for Ductility #.# 0.448
Ductility Limit - Strain #.# 0
Ductility Check at Left End Column Y/N N
Ductility Check at Right End Column Y/N N
Minimum Reinforcement Strength Limit - #.## x M* #.# 1.33
Flexural Critical Section - Consider Transverse Beams Y/N Y
Flexural Critical Section - Distance from centre of Support #.# -1
Beam Left Sideface Cover (Internal) mm 25
Beam Right Sideface cover mm 40
Prestress Minimum Reinforcement Basis List Program Default
Shear Enhancement at Supports Y/N N
Ast Value in Shear Calculations List Calculated
Limit Reinforcement Strain Y/N N
Include Strain Hardening of Reinforcement Y/N
Beam Shear Critical Section Location List Code Critical Section
RAPT 6.6.8.0 8/4/2023 8:34:35 AM Page 10/19
Licensee: Utracon Structural Systems License No.: 10343062220811WPN1
Maximum Service Stress Change - Prestressed Sections MPa 200
Maximum Service Stress Change - Reinforced Sections MPa 0
Relative Humidity % 50
Average Temperature C. 20
Prestress Losses Calculations based on List Program Default
Crack Width Calculations List Code default
AS3600 Shrinkage and Temperature Reinforcement List Moderate
Degree of Restraint in Primary Direction % 0
Degree of Restraint in Secondary Direction % 0
Concrete Strength Gain Rate List N

Concrete Tensile Strength for Deflection Calculations- #.## x (Fc)n #.# -1

Maximum Value of Ieff/Igross for Deflection Calculations #.# 0.7
Total Deflection Warning Limit - Maximum Span/Deflection #.# 250
Total Deflection Warning Limit - Maximum Deflection mm 0
Incremental Deflection Warning Limit - Maximum Span/Deflection #.# 350
Incremental Deflection Warning Limit - Maximum Deflection mm 0
Initial Time for Shrinkage List Full Shrinkage
Time of Loading in days #.# 28
Age Adjustment Factor #.# 0.84
Concrete Strength at Time of Loading MPa 30
Loaded Period in years #.# 30
Tension stiffening Approach List Modified Concrete Tensile Modulus Method

Live Load Pattern Factor #.#

Pattern Live Load for Ultimate Strength Y/N
Pattern Live Load for Crack Control Y/N
Pattern Live Load For Deflections Y/N
Pattern Live Load for Deflection Permanent Load Combination Y/N

Material Properties
Concrete : Standard Concrete : Concrete Strength Basis - Cylinder
Description A C25/30
Characteristic Compressive Strength MPa 25
Mean Compressive Strength MPa 33
Lower Characteristic Tensile Strength MPa 1.8
Upper Characteristic Tensile Strength MPa 3.33
Concrete Density kg/m3 2447
Design Concrete Modulus MPa 28960.4
Mean Concrete Modulus MPa 31475.8
Basic Shrinkage Strain mm/mm 0
Shrinkage Multiplier #.# 1
Basic Creep Factor #.# 2.924
Creep Multiplier #.# 1
Concrete Strain at Peak Stress #.# 0.002
Squash Load Factor #.# 0.85
Concrete Strain Limit #.# 0.004
Strength Gain Rate List Normal
Maximum Aggregate Size mm 20

Prestress Strand
Diameter Area Breaking Proof 1% Breaking Design Elastic Plastic Basic Weight Material Material Material
Load Stress Stress Strain Strain Modulus Modulus Relaxation Factor Factor Capacity
Limit Flexure Shear Reduction
Factor - Flexure
15.2 139 259 85 82 0.06 90 1.95e5 2200 2.5 1.1 -1 -1 -1

Material Capacity Include as Set as Description

Reduction Factor Flexural default
- Shear Reinforcement for
Shear
-1 Y Y SS475: Part 4:2000 - 15.2mm dia 1860 N/mm2

Bonded Monostrand
Anchorage Description Duct Transfer Anchor Draw-in Maximum Set as
Size Type Concrete Friction Jacking default
Strength Force
4 Steel 20 0 6 75 N
RAPT 6.6.8.0 8/4/2023 8:34:37 AM Page 11/19
Licensee: Utracon Structural Systems License No.: 10343062220811WPN1
Live Deformed Nominal Full
End Strand Dead Swaged Dead Swaged
End End Dead End
Ineffective Length mm 100 100 100 100
Force at Start of Transition % 100 50 50 100
Transition Length mm 0 600 600 0
Force at End of Transition % 100 100 100 100

Number Duct Duct Duct Wall Centroid Duct Wobble - Minimum

of depth Width Thickness Distance Friction Unintentional Reverse
Cables Friction - K Curve Radius
# mm mm mm mm #.# 1/m mm
2 23 70 0.3 1.4 0.2 0.002 3200
3 23 70 0.3 1.4 0.2 0.002 3200
4 23 70 0.3 1.4 0.2 0.002 3200

Reinforcement Bar
Designation Type Yield Elastic Ductility Peak Peak Design Material Material Material Material Capacity Include as
Stress Modulus Strain Stress Strain Factor Factor Capacity Reduction Factor Flexural
Limit Flexure Shear Reduction - Shear Reinforcement for
Factor - Flexure Shear
T Deformed 295 2.05e5 N 0.05 295 90 -1 -1 -1 -1 Y

Description

Nominal Bar Bar Bar Bar Stock

Bar Size Diameter Area Inertia Weight Length
A mm mm2 mm4 kg/m mm
1 1 1.1 0 0 11700
8 8 50.3 201 0.4 17000
10 10 78.5 491.07 0.62 11700
12 12 113 1018.29 0.89 11700
16 16 201 3218.29 1.58 11700
20 20 314 7857.14 2.47 11700
22 22 387 11503.6 3.04 11700
25 25 491 19182.5 3.85 11700
28 28 620 30184 4.83 11700
32 32 804 51492.6 6.31 11700

Reinforcement Bar
Designation Type Yield Elastic Ductility Peak Peak Design Material Material Material Material Capacity Include as
Stress Modulus Strain Stress Strain Factor Factor Capacity Reduction Factor Flexural
Limit Flexure Shear Reduction - Shear Reinforcement for
Factor - Flexure Shear
T Deformed 390 2.05e5 N 0.05 390 90 -1 -1 -1 -1 Y

Description

Nominal Bar Bar Bar Bar Stock

Bar Size Diameter Area Inertia Weight Length
A mm mm2 mm4 kg/m mm
1 1 1.1 0 0 11700
8 8 50.3 201 0.4 17000
10 10 78.5 491.07 0.62 11700
12 12 113 1018.29 0.89 11700
16 16 201 3218.29 1.58 11700
20 20 314 7857.14 2.47 11700
22 22 387 11503.6 3.04 11700
25 25 491 19182.5 3.85 11700
28 28 620 30184 4.83 11700
32 32 804 51492.6 6.31 11700
RAPT 6.6.8.0 8/4/2023 8:34:38 AM Page 12/19
Licensee: Utracon Structural Systems License No.: 10343062220811WPN1
Elevation view

1 2
mm
0

-200

-400

0 9000mm

Plan view

mm 1 2
-4000

-2000

2000

4000
0 9000mm

Full Elevation View

1 2

mm
2000

-2000

0 9000mm
Warnings
Input
No errors or warnings were found.

Output
No errors or warnings were found.

Frame Properties
Span 1
Length mm 325 325 8350 325 325
Inertia mm4 1.62e10 1.62e10 1.38e10 1.62e10 1.62e10
Area mm2 6.77e5 6.77e5 6.77e5 6.77e5 6.77e5

Column Members
Col Area Inertia Length Area Inertia Length
No. Above Above Above Below Below Below
# mm2 mm4 mm mm2 mm4 mm
1 4.23e5 4.81e9 3750 4.23e5 5.12e9 3250
2 4.23e5 4.81e9 3750 4.23e5 5.12e9 3250
RAPT 6.6.8.0 8/4/2023 8:34:39 AM Page 13/19
Licensee: Utracon Structural Systems License No.: 10343062220811WPN1
Prestress
Tendon Forces
Tendon 1 : - Gross Extension: 63mm - 1 - 4/15.2

1 2
kN
200

170
161
140

110

80
0 9000mm

Transfer Service Average

Tendon 2 : - Gross Extension: 56.8mm - 1 - 4/15.2

1 2
kN
200

170

140 148

110

80
0 9000mm

Transfer Service Average

Tendon Actions
Forces from Tendon Profiles - Tendon 1 - 1 - 4/15.2

kN/m 1 2
240

180

120

60

0
0 -23.3 9000mm

Forces from Tendon Profiles - Tendon 2 - 1 - 4/15.2

kN/m 1 2
240

180

120

60

0
0 -21.4 9000mm

Secondary Forces
Tendon 1 :
Span End Tendon Centroid e Peff. MTotal MSec Reaction Transfer
No. Depth Depth Factor
# A mm mm mm kN kNm kNm kN #.#
1 Left 150 196.4 46.4 461.7 73.02 51.61 7.92 1.1233
1 Right 350 196.4 -153.6 575.07 24.75 113.09 -7.92 1.2275
RAPT 6.6.8.0 8/4/2023 8:34:40 AM Page 14/19
Licensee: Utracon Structural Systems License No.: 10343062220811WPN1
Tendon 2 :
Span End Tendon Centroid e Peff. MTotal MSec Reaction Transfer
No. Depth Depth Factor
# A mm mm mm kN kNm kNm kN #.#
1 Left 150 196.4 46.4 417.42 76.96 57.6 -0.17 1.1203
1 Right 150 196.4 46.4 555.89 82.01 56.22 0.17 1.1119

Bending Moments
Load Cases
Column Actions
Col No. 1 Secondary Secondary Prestress Prestress Self Initial Wind Wind Live
Transfer Service Transfer Service Weight Dead Load Load Load
Load
Moment Above kNm -54.05 -49.01 -54.05 -49.01 117.52 17.17 0 0 109.52
Moment Below kNm -66.38 -60.19 -66.38 -60.19 144.33 21.08 0 0 134.52
Reaction kN 7.76 6.68 7.76 6.68 237.63 86.86 0 0 221.47
Elastic Rotation #.# -3.34e-4 -3.03e-4 -3.34e-4 -3.03e-4 7.27e-4 1.06e-4 0 0 6.78e-4
Elastic Axial Shortening mm 0 0 0 0 0 0 0 0 0

Col No. 2 Secondary Secondary Prestress Prestress Self Initial Wind Wind Live Load
Transfer Service Transfer Service Weight Dead Load Load
Load
Moment Above kNm 85.38 75.99 85.38 75.99 -117.52 -17.17 0 0 -109.52
Moment Below kNm 104.86 93.33 104.86 93.33 -144.33 -21.08 0 0 -134.52
Reaction kN -7.76 -6.68 -7.76 -6.68 237.63 86.86 0 0 221.47
Elastic Rotation #.# 5.28e-4 4.7e-4 5.28e-4 4.7e-4 -7.27e-4 -1.06e-4 0 0 -6.78e-4
Elastic Axial Shortening mm 0 0 0 0 0 0 0 0 0

Load Combinations
Column Actions
Col No. 1 Characteristic Characteristic Service Service Ultimate Ultimate Ultimate Ultimate
Service Service (Reversal) Flexure Flexure Shear Shear
(Reversal) (Reversal) (Reversal)
Moment Above kNm 195.19 195.19 85.67 162.34 85.67 270.16 85.67 270.16
Moment Below kNm 239.74 239.74 105.22 199.38 105.22 331.81 105.22 331.81
Reaction kN 552.64 552.64 331.17 486.2 331.17 712.04 331.17 712.04
Elastic Rotation #.# 1.21e-3 1.21e-3 5.3e-4 1e-3 5.3e-4 1.67e-3 5.3e-4 1.67e-3
Elastic Axial Shortening mm 0 0 0 0 0 0 0 0

Col No. 2 Characteristic Characteristic Service Service Ultimate Ultimate Ultimate Ultimate
Service Service (Reversal) Flexure Flexure Shear Shear
(Reversal) (Reversal) (Reversal)
Moment Above kNm -168.22 -168.22 -135.36 -58.7 -243.18 -58.7 -58.7 -243.18
Moment Below kNm -206.61 -206.61 -166.25 -72.09 -298.68 -72.09 -72.09 -298.68
Reaction kN 539.28 539.28 472.84 317.81 698.69 317.81 317.81 698.69
Elastic Rotation #.# -1.04e-3 -1.04e-3 -8.37e-4 -3.63e-4 -1.5e-3 -3.63e-4 -3.63e-4 -1.5e-3
Elastic Axial Shortening mm 0 0 0 0 0 0 0 0

Ultimate Design
Flexure
Total Panel Column Moments And Reactions
Col Moment Moment Reaction Reversal Reversal Reversal
No. Above Below Moment Moment Reaction
Above Below
kNm kNm kN kNm kNm kN
1 85.67 105.22 331.17 270.16 331.81 712.04
2 -243.18 -298.68 698.69 -58.7 -72.09 317.81

Moment Shear Envelope

Span 1 Locat mm 1 325 375 725 1073 1421 1769.3 2250 3000 3750 4500 5250
Moment kNm -635.01 -435.78 -407.91 -222.13 -53.54 97.6 156.02 225.59 308.44 360.01 380.29 369.28
Shear kN 668.34 561.09 554.45 507.96 461.74 177.84 158.47 131.73 90.01 48.29 6.58 -35.14
Reverse Moment kNm -166.82 -84.98 -73.08 6.33 78.54 145.38 282.24 444.71 636.87 754.32 797.06 765.09
Reverse Shear kN 312.84 239.02 236.24 216.77 197.41 415.73 369.48 305.63 206.01 106.39 6.78 -92.84
Span 1 Locat mm 6000 6750 7055 7360 7665 7970 8275 8675 8999
Moment kNm 326.98 253.39 214.51 170.46 101.89 -30.62 -175.48 -384.19 -575.21
Shear kN -76.86 -118.58 -135.54 -152.51 -413.79 -454.3 -494.81 -547.93 -655.16
RAPT 6.6.8.0 8/4/2023 8:34:42 AM Page 15/19
Licensee: Utracon Structural Systems License No.: 10343062220811WPN1
Span 1 Locat mm 6000 6750 7055 7360 7665 7970 8275 8675 8999
Reverse Moment kNm 658.41 477.02 381.88 274.39 173.9 119.81 60.54 -25.03 -106.42
Reverse Shear kN -192.45 -292.07 -332.58 -373.09 -169.28 -186.24 -203.21 -225.46 -299.3

1 2
kNm
-800
-600 -436 -384
-400
-200
0
200
400
600
800
1000 797
0 9000mm

Moment Moment 1 Moment 2

1 2
kN
800
600 508
400
200
0
-200
-400
-600 -495
-800
0 9000mm

Shear Shear 1 Shear 2

Shear
Total Panel Column Moments And Reactions
Col Moment Moment Reaction Reversal Reversal Reversal
No. Above Below Moment Moment Reaction
Above Below
kNm kNm kN kNm kNm kN
1 85.67 105.22 331.17 270.16 331.81 712.04
2 -58.7 -72.09 317.81 -243.18 -298.68 698.69

Moment Shear Envelope

Span 1 Locat mm 1 325 375 725 1073 1421 1769.3 2250 3000 3750 4500 5250
Moment kNm -219.78 -129.92 -118.07 -39.07 32.72 112.28 169.67 285 357.77 464.64 544 610.22
Shear kN 312.49 238.62 235.84 216.37 197.01 174.88 155.51 118.28 76.56 14.07 -60.21 -127.26
Reverse Moment kNm -582.05 -390.85 -362.92 -176.72 -7.72 130.7 268.59 385.3 587.55 649.69 633.36 524.15
Reverse Shear kN 668.7 561.49 554.85 508.36 462.14 418.69 372.44 319.08 219.46 140.61 73.57 -0.72
Span 1 Locat mm 6000 6750 7055 7360 7665 7970 8275 8675 8999
Moment kNm 558.09 365.86 316.7 208 86.95 -30.87 -175.79 -384.57 -575.65
Shear kN -206.1 -305.71 -335.73 -376.24 -416.75 -454.48 -494.99 -548.12 -655.34
Reverse Moment kNm 427.29 364.55 279.7 236.85 188.84 120.05 60.84 -24.66 -105.99
Reverse Shear kN -63.21 -104.93 -132.39 -149.35 -166.32 -186.06 -203.03 -225.28 -299.12

1 2
kNm
-800
-600 -391 -385
-400
-200
0
200
400
600
800 633
1000
0 9000mm
RAPT 6.6.8.0 8/4/2023 8:34:43 AM Page 16/19
Licensee: Utracon Structural Systems License No.: 10343062220811WPN1

1 2
kN
800
600 508
400
200
0
-200
-400
-600 -495
-800
0 9000mm

Shear Shear 1 Shear 2

Flexural Design
Ultimate

1 2
mm2
200 0 0
100
0
-100
-200
-300
-400
-500
-600
558
0 9000mm

Reinforcement Top Total Bottom Total Top Ultimate Bottom Ultimate Min Top Min Bot

1 2
kNm
-600
-400
-200
0
200
400
600
800
1000
0 9000mm

Capacity Minimum Ultimate Design Initial Final

1 2
0.6
0.5
0.4
0.3
0.2
0.1
0
-0.1
-0.2
0.172

-0.3
-0.4
0 9000mm

Neutral Axis Depth Initial Final

RAPT 6.6.8.0 8/4/2023 8:34:44 AM Page 17/19
Licensee: Utracon Structural Systems License No.: 10343062220811WPN1
Service
Maximum Moment Condition

1 2
MPa -3.52 MPa
-4 -80
-2 -40
0 0
2 40
4 80
6 120
8 160
6.81
0 9000mm

Gross Stress Top Gross Stress Bottom Cracked Compression Axial Prestress Limits Reinforcement Tension

Reversal Moment Condition

1 2
MPa -0.36 MPa
-4 -80
-2 -40
0 0
2 40
4 80
6 120
8 160
4.05
0 9000mm

Gross Stress Top Gross Stress Bottom Cracked Compression Axial Prestress Limits Reinforcement Tension

Span 1
Design Comments:-
- SERVICE - Concrete tensile stresses greater than code limit in accordance with Eurocode 2 Clause 7.3.2(4)
RAPT has carried out a cracked section analysis to determine steel stresses and will have added reinforcement if necessary to limit
reinforcement stresses and crack widths

Transfer Prestress
Maximum Moment Condition

1 2
MPa MPa
-4 -16
-3 -12
-2 -8
-1 -4
0 0
0
1 4
2 8
3 12
4 3.81 16
0 9000mm

Gross Stress Top Gross Stress Bottom Cracked Compression Reinforcement Tension

Permanent

1 2
MPa MPa
-4 -3.08 -60
-2 -30
0 0
2 30
4 60
6 90
8 6.43 120
0 9000mm
RAPT 6.6.8.0 8/4/2023 8:34:45 AM Page 18/19
Licensee: Utracon Structural Systems License No.: 10343062220811WPN1
Reversal Moment Condition

1 2
MPa MPa
-4 -3.08 -60
-2 -30
0 0
2 30
4 60
6 90
8 6.43 120
0 9000mm

Gross Stress Top Gross Stress Bottom Cracked Compression Axial Prestress Limits Reinforcement Tension

Characteristic Service
Maximum Moment Condition

1 2
MPa MPa
-6 -4.85 -200
-3 -100
0 0
3 100
6 200
9 300
12 7.96 400
0 9000mm

Gross Stress Top Gross Stress Bottom Cracked Compression Axial Prestress Limits Reinforcement Tension Limits

Reversal Moment Condition

1 2
MPa MPa
-6 -4.85 -200
-3 -100
0 0
3 100
6 200
9 300
12 7.96 400
0 9000mm

Gross Stress Top Gross Stress Bottom Cracked Compression Axial Prestress Limits Reinforcement Tension Limits

Deflections
All Spans Loaded
Transfer

mm 1 2
0
-1.47
-10
-20
-30
-40
-50
6018
0 9000mm
RAPT 6.6.8.0 8/4/2023 8:34:46 AM Page 19/19
Licensee: Utracon Structural Systems License No.: 10343062220811WPN1
Short Term

mm 1 2
0
-10 -5.86
-20
-30
-40
-50
1509
0 9000mm

Incremental

mm 1 2
0
-10
-20 -16.8
-30
-40
-50
526
0 9000mm

Total Long Term

mm 1 2
0
-10
-20
-19.3
-30
-40
-50
460
0 9000mm