Example Flat Slab Design - Car

Frame Description: Example 2way flat slab with drop panels Design - Car Park C:\RAPT6Demo\Raptrun\Example Flat Slab Design - Car Park.rpf RAPT - Version: 6.2.1.3 Reinforced And Post-Tensioned Concrete Analysis & Design Package Copyright(C) 1988 - 2008 PCDC Pty. Ltd. All Rights Reserved Licensee Demo

Input General Design Code Material Reinforcement Type Member Type Panel Type Strip Type Percentage of load carried by Column Strip Column Stiffness Concrete - Spanning Members Concrete - Columns Top Reinforcement Cover Bottom Reinforcement Cover Self Weight Definition Pattern Live Load Earthquake Design Moment Redistribution Design Surface Levels

List Australia - AS3600*SAVED* List Australia - Australian Materials*SAVED* List Bonded Post-Tensioned List Slab List Internal List Two way % 70 List Equivalent Column List 32MPa List 40MPa mm 22 mm 22 List Program Calculated Y/N Y List None % 0 List Extreme Surfaces

Span Span Span Slab Panel Panel Column Column Length Depth Width Width Strip Width Strip Width Left Right Left Right mm mm mm mm mm mm LC 3400 225 8200 8200 4100 4100 1 10100 225 8200 8200 4100 4100 2 6800 225 8200 8200 4100 4100 3 10100 225 8200 8200 4100 4100 RC 3400 225 8200 8200 4100 4100

Columns Column Column Support Column Column Column Column Column Column Transverse Capital Depth Pin Percentage Braced Column Punching Grid Type Height Width Length Height Width Length Column below Base Column frame Shortening Shear Reference Above Above Above below below below spacing deepest below Stiffness at this Restrained Check section column required A List mm mm mm mm mm mm mm mm Y/N % Y/N Y/N Y/N 1 1 Column 2400 200 800 2400 200 800 8200 0 Y 100 Y N Y 2 2 Column 2400 200 800 2400 200 800 8200 0 Y 100 Y N Y 3 3 Column 2400 200 800 2400 200 800 8200 0 Y 100 Y N Y 4 4 Column 2400 200 800 2400 200 800 8200 0 Y 100 Y N Y Column Transverse Transverse effective prestress depth (P/A) difference mm MPa 1 0 0 2 0 0 3 0 0 4 0 0

Drop Panel Column Drop Drop Drop Drop Panel Panel Panel Panel Depth Width Length Length Left Right mm mm mm mm 1 350 2800 1500 1500 2 350 2800 1500 1500 3 350 2800 1500 1500 4 350 2800 1500 1500

Drop Panel Type List Drop panel Drop panel Drop panel Drop panel

RAPT 6.2.1.3 Licensee: Demo

2011-3-17 7:40:22 Frame Description: Example 2way flat slab with drop panels Design - Car Park

Load Cases Load Load Type Load Definition Live Load Description Case Deflection Case List List Y/N A 1 Self Weight Applied Loads 2 Live Load Applied Loads Y

1. Self Weight - Panel Load Left End reference column

1 2 3 4 5 6 7 8 9

Left end of load from reference column mm

0 0 1 1 2 2 3 3 4

Load at Right End left end reference column

0 1900 1500 8600 1500 5300 1500 8600 1500

kN/m2 5.52 6.56 5.52 6.56 5.52 6.56 5.52 6.56 5.52

0 1 1 2 2 3 3 4 4

Right end of Load at Description load from right reference end column mm kN/m2 A 1900 5.52 1500 6.56 8600 5.52 1500 6.56 5300 5.52 1500 6.56 8600 5.52 1500 6.56 3400 5.52

2. Live Load - Panel Load Left End reference column

1

0

Left end of load from reference column mm

Load at Right End left end reference column

0

kN/m2 3

4

Right end of Load at Live Load Description load from right reduction reference end column mm kN/m2 #.# A 3400 3 1

Load Combinations : Ultimate Load Description Prestress Prestress 1. Self 2. Combination Secondary Secondary Weight Live Adverse Beneficial Load A #.# #.# #.# #.# 1 Live Load 1 1 1.2 1.5 2 Live Load 1 1 0.9 1.5 3 Dead Load 1 1 1.35 0

Load Combinations : Short Term Service Load Description Long-term 1. Self 2. Live Combination Prestress Weight Load A #.# #.# #.# 1 Live Load 1 1 0.7

Load Combinations : Permanent Service Load Description Long-term 1. Self 2. Live Combination Prestress Weight Load A #.# #.# #.# 1 Live Load 1 1 0.4

Load Combinations : Deflection Load Combination 1 2 3

Description

Long-term 1. Self 2. Live Prestress Weight Load A #.# #.# #.# Short Term - Deflection 1 1 0.7 Permanent - Deflection 1 1 0.4 Initial - Deflection 1 1 0

Load Combinations : Transfer Prestress Load Description Transfer 1. Self 2. Live Combination Prestress Weight Load A #.# #.# #.# 1 Transfer 1 1 0

Load Combinations : Pre Existing Load Description Long-term 1. Self 2. Live Combination Prestress Weight Load A #.# #.# #.# 1 Pre Existing 1 1 0

Page 2/79 License No.:




Load Combinations : Construction Load Description Long-term 1. Self 2. Live Combination Prestress Weight Load A #.# #.# #.# 1 Construction 1 1 0

Lateral Distribution Spans Column Column strip % Column % Column strip % at at maximum strip % at Strip moment left end midspan right end to parallel of span moment of span beam % % % % LC 70 70 70 0 1 70 70 70 0 2 70 70 70 0 3 70 70 70 0 RC 70 70 70 0

Load Case 1 : 1. Self Weight kN/m 60 40 20 0

1

2

P2

P1

P3

3400

P4

3 P5

P6

13500

20300

2

3

4 P7

P8

P9

30400mm

Load Case 2 : 2. Live Load kN/m 60 40 20 0

1

P1

P1

P1

3400

P1 13500

P1

P1 20300

4

P1

P1

P1

30400mm

Prestress Tendon Normal or Steel Steel upside down Type Diameter profiles List 1 C 1 M Tendon

1 C 1 M

Prestress Type

Prestress Number Number Spacing Top Bottom Left Distance to Left Right Anchorage of of of Cover Cover Anchorage left Anchorage Anchorage Size Strands Tendons tendons to to Duct Reference anchorage Type Reference Duct Column from column Column List List List List List #.# mm mm mm mm List Strand 12.7mm MonoStrand 4 4 3 20 25 0 0 5 4 4 2 20 25 0 0 5

Distance to Right Stacked tendons, Tendon Right Anchorage No effect on Length Anchorage from Type effective shear Column width mm List List mm 0 Individual 33800 0 Individual 33800

Tendon 1 : Column Strip - Drape Locations Span

LC 1 2 3 RC

Tendon Length of Left End Length of Right End Reverse Number of strands Number of Number of Extra Tendon Number of Profile Type Straight Straight Curve from left end strands from strands angle Profile strands Section/Start of Section/End of Radius terminating in span left end from right change Point full length Drape Section in Drape Section in and restarting before terminating terminating in this Spacing of tendon in span Span Span end of tendon in span in span span List mm mm mm # # # #.# mm # 0 1500 5000 0 0 0 0 1000 4 1500 1500 5000 0 0 0 0 1000 4 1500 1500 5000 0 0 0 0 1000 4 1500 1500 5000 0 0 0 0 1000 4 1500 0 5000 0 0 0 0 1000 4

Tendon 1 : Column Strip - 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 span end of Parabola of parabola end of Parabola end of span Drape Tendon Ratio mm mm mm mm mm mm #.# LC 100.5 20 20 80.3 1 1 20 20 25 20 20 136.1 0.539 2 20 20 25 20 20 155.6 0.504 3 20 20 25 20 20 136.1 0.539 RC 20 20 100.5 80.3 1



Tendon 1 : Column Strip - 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 % LC 225 115 155.3 155.3 42.8 53.3 103.05 92.6 1 225 155.3 155.3 38 192.8 192.8 136.1 100 112.43 92 2 225 192.8 192.8 151.5 192.8 192.8 41.3 26.6 106.7 92.5 3 225 192.8 192.8 37.3 155.3 155.3 136.8 100 112.43 92.5 RC 225 155.3 155.3 115 42.8 53.3 103.03 92.6

Tendon 1 : Column Strip - Details Reverse Curve at Left Anchorage Y/N N Reverse Curve at Right Anchorage Y/N N % 85 Percentage Jacking Force

Tendon 1 : Column Strip - Jacking Sequence Stage Proportion of Stressing Concrete Jacking force Time in Strength applied at this days stage % #.# MPa 25 2.423 7 75 55.386 22 0 0 0 0 0 0

Tendon 1 : Middle Strip - Drape Locations Span

LC 1 2 3 RC

Tendon Length of Left End Length of Right End Reverse Number of strands Number of Number of Extra Tendon Number of Profile Type Straight Straight Curve from left end strands from strands angle Profile strands Section/Start of Section/End of Radius terminating in span left end from right change Point full length Drape Section in Drape Section in and restarting before terminating terminating in this Spacing of tendon in span Span Span end of tendon in span in span span List mm mm mm # # # #.# mm # 0 0 5000 0 0 0 0 1000 4 0 0 5000 0 0 0 0 1000 4 0 0 5000 0 0 0 0 1000 4 0 0 5000 0 0 0 0 1000 4 0 0 5000 0 0 0 0 1000 4

Tendon 1 : Middle Strip - Allowable Profiles Span Tendon Cover Tendon Cover to Tendon Cover Available Relative to centreline at duct at low point to duct at right Parabola Minimum left end of span of parabola end of span Drape Tendon Ratio mm mm mm mm #.# LC 100.5 20 80.3 1 1 20 25 20 153.5 0.487 2 20 25 20 155.6 0.5 3 20 25 20 153.5 0.487 RC 20 100.5 80.3 1

Tendon 1 : Middle Strip - Adopted Profiles Span Profile Profile Profile Profile Adopted Percentage of Prestress Balanced Height height at Height at height at Parabolic available Force Uniform Datum left end midpoint of right end Drape parabolic drape Load of span parabola of span adopted mm mm mm mm mm % kN % LC 225 115 188.7 76.2 95 104.74 33.6 1 225 188.7 37.3 192.8 153.4 100 112.43 33.6 2 225 192.8 118.9 192.8 73.9 47.5 108.09 33.7 3 225 192.8 37.3 188.7 153.4 100 112.43 33.6 RC 225 188.7 115 76.2 95 104.74 33.6

Tendon 1 : Middle Strip - Details Reverse Curve at Left Anchorage Y/N N Reverse Curve at Right Anchorage Y/N N % 85 Percentage Jacking Force





Tendon 1 : Middle Strip - Jacking Sequence Stage Proportion of Stressing Concrete Jacking force Time in Strength applied at this days stage % #.# MPa 25 2.423 7 75 55.386 22 0 0 0 0 0 0

Tendon 1 : Column Strip - Gross Extension: 229.8mm - 3 - 4/12.7 Profile Heights Span 0 Span 1 Span 2 Span 3 Span 4

Locat Height Locat Height Locat Height Locat Height Locat Height

mm mm mm mm mm mm mm mm mm mm

0 115 0 150 0 185 0 185 0 150

950 120 750 150 750 185 750 185 750 150

1900 2650 3400 150 150 150 1500 2387.5 3275 4162.5 5050 5937.5 6825 7712.5 8600 9350 10100 150 100 55 30 25 40 75 130 185 185 185 1500 2450 3400 4350 5300 6050 6800 185 155 140 155 185 185 185 1500 2387.5 3275 4162.5 5050 5937.5 6825 7712.5 8600 9350 10100 185 130 75 40 25 30 55 100 150 150 150 1500 2450 3400 150 120 115

Critical Profile Points Span 0 Span 1 Span 2 Span 3 Span 4


mm 0 1673.4 1900 3400 mm -119.5 -81.6 -76.4 -76.4 mm 0 1500 1872.5 4815 8174.6 8600 10100 mm -76.4 -76.4 -90.3 -199.9 -57 -38.9 -38.9 mm 0 1500 1746.3 3400 5053.7 5300 6800 mm -38.9 -38.9 -45 -85.8 -45 -38.9 -38.9 mm 0 1500 1927.3 5283.8 8225.5 8600 10100 mm -38.9 -38.9 -57.2 -200.6 -90.5 -76.4 -76.4 mm 0 1500 1726.6 3400 mm -76.4 -76.4 -81.6 -119.5

Tendon 1 : Middle Strip - Gross Extension: 231.4mm - 2 - 4/12.7 Profile Heights Span 0 Span 1 Span 2 Span 3 Span 4


mm mm mm mm mm mm mm mm mm mm

0 850 1700 2550 3400 115 110 125 150 180 0 918.2 1836.4 2754.5 3672.7 4590.9 5509.1 6427.3 7345.5 8263.6 9181.8 10100 180 135 90 60 35 25 25 40 60 95 140 185 0 971.4 1942.9 2914.3 3885.7 4857.1 5828.6 6800 185 150 120 110 110 120 150 185 0 918.2 1836.4 2754.5 3672.7 4590.9 5509.1 6427.3 7345.5 8263.6 9181.8 10100 185 140 95 60 40 25 25 35 60 90 135 180 0 850 1700 2550 3400 180 150 125 110 115

Critical Profile Points Span 0 Span 1 Span 2 Span 3 Span 4


mm Tendon 100

mm 0 3175.1 3400 mm -119.5 -48.1 -43.1 mm 0 312.7 5017.4 9783.2 10100 mm -43.1 -52.8 -200 -49 -38.9 mm 0 233.5 3400 6566.5 6800 mm -38.9 -44.4 -118.3 -44.4 -38.9 mm 0 316.8 5082.6 9787.3 10100 mm -38.9 -49 -200 -52.8 -43.1 mm 0 224.9 3400 mm -43.1 -48.1 -119.5

1 : Column Strip - 3 - 4/12.7

0 4

4

-100 -200 -300

115cl

120

150 150 150 150 150

100

55

30

25

40

75

4 130

185 185 185 185 185

155

140

3 155

185 185 185 185 185

130

75

40

25

30

55

2 100

150 150 150 150 150

120

115cl

1

RAPT 6.2.1.3 Licensee: Demo mm Tendon 100



1 : Middle Strip - 2 - 4/12.7

0 4

4

-100 -200 -300

110

125

150

180

90

135

60

35

25

25

40

60

95

4 140

185

150

120

110

110

120

3 150

185

95

140

60

40

25

25

35

60

90

2 135

180

150

125

110

115cl

1

Reinforcement Reinforcement Preferred Number Use Type Bar Size of Legs List List # Flexural Bar N 500MPa Flexural Mesh F 450MPa Shear Option 1 N 500MPa 10 2 Shear Option 2 N 500MPa 12 2 Shear Option 3 N 500MPa 16 2 Punching Shear N 500MPa 10 1

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 300 124 0 N N Span Reinforcement 300 124 0 0 N N

Column Strip - Design Zones : Top Layer Steel Left End Distance to Bar stagger Top Cover Right End Distance to Bar stagger Top Cover Maximum Minimum Preferred Minimum 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 Number of Column bar end Column bar right end end Bars List mm mm mm mm mm mm List List List # 1 Bar 1 -3400 0 22 4 3400 0 22 24 10 12 0 Layer Maximum Minimum % in Number Spacing of Steel area as Flange Bars % mm % % 1 0 0 0

Column Strip - Design Zones : Bottom Layer Steel Left End Distance to Bar stagger Bottom Right End Distance to Bar stagger Bottom Maximum Minimum Preferred Minimum 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 Number of Column bar end end Column bar right end Right End Bars List mm mm mm mm mm mm List List List # 1 Bar 1 -3400 0 22 4 3400 0 22 24 10 12 0 Layer Maximum Minimum % in Number Spacing of Steel area as Flange Bars % mm % % 1 0 0 0

Middle Strip - Design Zones : Top Layer Steel Left End Distance to Bar stagger Top Cover Right End Distance to Bar stagger Top Cover Maximum Minimum Preferred Minimum 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 Number of Column bar end Column bar right end end Bars List mm mm mm mm mm mm List List List # 1 Bar 1 -3400 0 22 4 3400 0 22 24 10 12 0 Layer Maximum Minimum % in Number Spacing of Steel area as Flange Bars % mm % % 1 0 0 0

115cl

Reinforcement




Middle Strip - Design Zones : Bottom Layer Steel Left End Distance to Bar stagger Bottom Right End Distance to Bar stagger Bottom Maximum Minimum Preferred Minimum 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 Number of Column bar end end Column bar right end Right End Bars List mm mm mm mm mm mm List List List # 1 Bar 1 -3400 0 22 4 3400 0 22 24 10 12 0 Layer Maximum Minimum % in Number Spacing of Steel area as Flange Bars % mm % % 1 0 0 0

Reinforcement Design Zones 1

2

3

3400

13500

20300

4

mm 0 -100 -200 -300

Design Data Capacity Reduction factor (phi) for Flexure Capacity Reduction factor (phi) for Shear Material Factor for Concrete in Flexure Material Factor for Concrete in Shear Material Factor for Reinforcement Maximum Ratio of Neutral Axis Depth for Ductility Ductility Check at Left End Column Ductility Check at Right End Column Minimum Reinforcement Strength Limit - #.## x M* Flexural Critical Section - Consider Transverse Beams Flexural Critical Section - Distance from centre of Support Beam Left Sideface Cover (Internal) Beam Right Sideface cover Prestress Minimum Reinforcement Basis Shear Enhancement at Supports Ast Value in Shear Calculations AS3600 Shear Fitment Hooks Located at Moment Diagram Offset For Flexure Calculations

#.# 0.8 #.# 0.7 #.# 1 #.# 1 #.# 1 #.# 0.4 Y/N Y Y/N Y #.# 0 Y/N Y #.# -1 mm 25 mm 40 List Program Default Y/N N List Calculated List Top of Fitment List Code Default

Maximum Service Stress Change - Prestressed Sections MPa 150 Maximum Service Stress Change - Reinforced Sections MPa 0 % Relative Humidity 50 C. Average Temperature 20 List Program Default Prestress Losses Calculations based on List Crack Width Calculations Code default List AS3600 Shrinkage and Temperature Reinforcement Moderate % Degree of Restraint in Primary Direction 0 % Degree of Restraint in Secondary Direction 0 List Concrete Strength Gain Rate S Concrete Tensile Strength for Deflection Calculations- #.## x (Fc)n #.# -1 #.# Maximum Value of Ieff/Igross for Deflection Calculations 0.6 #.# Total Deflection Warning Limit - Maximum Span/Deflection 250 mm Total Deflection Warning Limit - Maximum Deflection 25 #.# Incremental Deflection Warning Limit - Maximum Span/Deflection 250 mm Incremental Deflection Warning Limit - Maximum Deflection 25 #.# Time of Loading in days 10 #.# Age Adjustment Factor 0.76 MPa Concrete Strength at Time of Loading 21.68 #.# Loaded Period in years 30 List Modified Concrete Tensile Modulus Method Tension stiffening Approach Live Load Pattern Factor Pattern Live Load for Ultimate Strength Pattern Live Load for Crack Control Pattern Live Load For Deflections Pattern Live Load for Deflection Permanent Load Combination

Material Properties Concrete Description

32MPa

40MPa

#.# Y/N Y/N Y/N Y/N

1 Y Y Y N

30400mm



Characteristic Compressive Strength Mean Compressive Strength Lower Characteristic Tensile Strength Upper Characteristic Tensile Strength Concrete Weight Design Concrete Modulus Mean Concrete Modulus Ultimate Concrete Modulus Basic Shrinkage Strain Basic Creep Factor Concrete Strain Limit


32 40 37.22 45.9 3.39 3.79 5.43 6.07 2447 2447 29443.8 32919.2 31754.7 35263.5 29443.8 32919.2 850 850 3.4 2.5 0.003 0.003

Prestress Strand Diameter Area Breaking 0.2% Proof 1% Breaking Elastic Plastic Basic Weight Set as Description Load Stress Stress Strain Modulus Modulus Relaxation default 12.7 100.1 184 85 87.5 0.06 1.95e5 2200 2 0.79 Y

Bonded Monostrand Anchorage Description Transfer Anchor Draw-in Maximum Set as Size Concrete Friction Jacking default Strength Force 4 22 2 6 85 N

mm Ineffective Length Force at Start of Transition % mm Transition Length % Force at End of Transition

Live Deformed Nominal Full End Strand Dead Swaged Dead Swaged End End Dead End 100 100 100 100 100 40 50 100 0 1000 600 0 100 100 100 100

Number Duct Duct Duct Wall Centroid Duct Wobble Minimum of depth Width Thickness Distance Friction Unintentional Reverse Cables Angle Change - Curve B Radius # mm mm mm mm #.# 1/m mm 2 19 70 0.4 2.8 0.2 0.025 2500 3 19 70 0.4 2.8 0.2 0.025 2500 4 19 70 0.4 2.8 0.2 0.025 2500

Reinforcement Bar Designation

Type

Yield Elastic Ductility Peak Peak Design Material Material Description Stress Modulus Strain Stress Strain Factor Factor Limit Flexure Shear N Deformed 500 2.05e5 Normal 0.05 540 90 -1 -1

Nominal Bar Bar Size Diameter A mm 10 10 12 12 16 16 20 20 24 24 28 28 32 32 36 36 40 40

Bar Area mm2 78.5 113 201 314 452 616 804 1020 1260

Bar Bar Inertia Weight mm4 kg/m 491.07 0.62 1018.29 0.89 3218.29 1.58 7857.14 2.47 16292.6 3.55 30184 4.83 51492.6 6.31 82481.1 7.99 1.257e5 9.86

Stock Length mm 12000 12000 12000 12000 12000 12000 12000 12000 12000

Elevation view 1

2

3

3400

13500

20300

4

mm 0 -100 -200 -300 30400mm




Plan view 1

2

3

3400

13500

20300

1

2

3

3400

13500

20300

mm -4000

4

-2000 0 2000 4000

30400mm

Full Elevation View 4

mm 2000 1000 0 -1000 -2000 30400mm

Warnings Input No errors or warnings were found.

Output Warning:SUPPORT Reinforcing Bar Spacing There have been problems in determining a bar size to satisfy the design spacing requirements. See Detailed Reinforcement Design Comments. Warning:SPAN Reinforcing Bar spacing There have been problems in determining a bar size to satisfy the design spacing requirements. See Detailed Reinforcement Design Comments.

Frame Properties Span 0 Length mm 1900 1100 400 Inertia mm4 7.78e9 1.72e10 1.81e10 mm2 1.85e6 Area 2.2e6 2.2e6

Span 1 Length mm 400 1100 7100 1100 400 Inertia mm4 1.81e10 1.72e10 7.78e9 1.72e10 1.81e10 mm2 Area 2.2e6 2.2e6 1.85e6 2.2e6 2.2e6



Span 4 Length mm 400 1100 1900 Inertia mm4 1.81e10 1.72e10 7.78e9 mm2 Area 2.2e6 2.2e6 1.85e6

Column Members Col Area No. Above # mm2 1 1.6e5 2 1.6e5 3 1.6e5 4 1.6e5

Inertia Above mm4 3.76e9 3.76e9 3.76e9 3.76e9

Area Below mm2 1.6e5 1.6e5 1.6e5 1.6e5

Inertia Below mm4 3.59e9 3.59e9 3.59e9 3.59e9




Prestress Tendon Forces Tendon 1 : Column Strip - Gross Extension: 229.8mm - 3 - 4/12.7 Span 0 Locat mm 1 100 850 950 1675 1700 1899 1901 2550 2720 3032.5 3399 Transfer Strand kN 126.45 126.58 127.53 127.66 128.59 128.68 129.84 130.03 130.46 130.57 130.77 131.01 Total kN 1517.43 1518.95 1530.41 1531.95 1543.12 1544.16 1558.05 1560.41 1565.48 1566.81 1569.26 1572.14 Service Strand kN 112.9 113.01 113.86 113.97 114.77 114.85 115.96 116.72 117.65 117.93 118.47 119.16 Total kN 1354.79 1356.15 1366.27 1367.61 1377.23 1378.15 1391.5 1400.62 1411.85 1415.16 1421.66 1429.94 #.# Slope 0 0.0025 0.0214 0.0239 0.0421 0.04 0.0002 0 0 0 0 0 mm Height -110 -109.9 -100.9 -98.7 -74.7 -73.7 -69.7 -69.7 -69.7 -69.7 -69.7 -69.7

Span 1 Locat mm 1 367.5 680 1089 1499 1501 1725 2125 2525 3366 4207 5050 5891 6732 Transfer Strand kN 131.01 131.25 131.46 131.73 132 131.81 133.15 134.29 134.82 135.95 137.08 138.22 138.33 137.19 Total kN 1572.16 1575.04 1577.51 1580.73 1583.98 1581.74 1597.77 1611.53 1617.89 1631.34 1644.9 1658.61 1659.99 1646.3 Service Strand kN 119.91 119.44 119.08 118.67 118.34 117.62 118.51 119.64 120.27 121.48 122.58 123.6 123.63 122.45 Total kN 1438.97 1433.26 1428.94 1424.08 1420.12 1411.42 1422.07 1435.72 1443.2 1457.72 1470.97 1483.17 1483.59 1469.45 #.# Slope 0 0 0 0 0 -0.0002 -0.045 -0.0649 -0.0552 -0.0349 -0.0145 0.0059 0.0263 0.0467 mm Height -69.7 -69.7 -69.7 -69.7 -69.7 -69.7 -74.8 -100.7 -124.7 -162.6 -183.4 -187 -173.5 -142.8 Locat mm 7575 7975 8375 8599 8601 9010 9420 9732.5 10099 Transfer Strand kN 136.06 135.52 134.12 132.77 132.96 132.69 132.42 132.21 131.97 Total kN 1632.7 1626.28 1609.4 1593.26 1595.51 1592.25 1588.99 1586.51 1583.6 Service Strand kN 121.07 120.31 118.94 118.39 118.82 119.47 120.24 120.89 120.75 Total kN 1452.82 1443.76 1427.22 1420.66 1425.84 1433.7 1442.85 1450.69 1448.99 #.# Slope 0.0671 0.0768 0.045 0.0002 0 0 0 0 0 mm Height -94.8 -66.1 -37.3 -32.2 -32.2 -32.2 -32.2 -32.2 -32.2

Span 2 Locat mm 1 367.5 680 884 1088 1292 1499 1501 1700 1725 2283 2841 3400 3958 Transfer Strand kN 131.97 131.72 131.52 131.38 131.25 131.12 130.98 130.78 129.62 129.51 128.77 128.04 127.32 128 Total kN 1583.59 1580.69 1578.22 1576.61 1575 1573.4 1571.77 1569.4 1555.4 1554.07 1545.28 1536.53 1527.83 1536.03 Service Strand kN 120.65 119.76 119.07 118.65 118.26 117.89 117.54 117.42 116.18 116.07 115.34 114.62 113.94 114.58 Total kN 1447.8 1437.12 1428.81 1423.78 1419.07 1414.68 1410.54 1409.04 1394.13 1392.9 1384.05 1375.4 1367.31 1374.94 #.# Slope 0 0 0 0 0 0 0 -0.0002 -0.04 -0.0433 -0.0289 -0.0144 0 0.0144 mm Height -32.2 -32.2 -32.2 -32.2 -32.2 -32.2 -32.2 -32.2 -36.2 -37.3 -57.4 -69.5 -73.5 -69.5 Locat mm 4516 5075 5100 5299 5301 5505 5709 5913 6120 6432.5 6799 Transfer Strand kN 128.73 129.46 129.58 130.74 130.94 131.07 131.21 131.34 131.48 131.68 131.92 Total kN 1544.77 1553.58 1554.91 1568.9 1571.28 1572.88 1574.48 1576.09 1577.72 1580.19 1583.09 Service Strand kN 115.3 116.04 116.14 117.38 117.51 117.85 118.21 118.6 119.03 119.72 120.61 Total kN 1383.58 1392.43 1393.66 1408.56 1410.08 1414.16 1418.55 1423.25 1428.34 1436.65 1447.32 #.# Slope 0.0288 0.0433 0.04 0.0002 0 0 0 0 0 0 0 mm Height -57.4 -37.3 -36.2 -32.2 -32.2 -32.2 -32.2 -32.2 -32.2 -32.2 -32.2

Span 3 Locat mm 1 367.5 680 1089 1499 1501 1725 2125 2525 3366 4207 5050 5891 6732 Transfer Strand kN 131.93 132.17 132.37 132.64 132.92 132.73 134.07 135.49 136.03 137.16 138.3 138.19 137.05 135.91 Total kN 1583.1 1586.01 1588.49 1591.74 1595.01 1592.75 1608.89 1625.89 1632.33 1645.93 1659.66 1658.27 1644.56 1630.96 Service Strand kN 120.71 120.85 120.19 119.43 118.78 118.34 118.89 120.28 121.04 122.43 123.6 123.56 122.55 121.45 Total kN 1448.55 1450.17 1442.33 1433.2 1425.32 1420.05 1426.62 1443.36 1452.52 1469.15 1483.23 1482.75 1470.58 1457.38 #.# Slope 0 0 0 0 0 -0.0002 -0.045 -0.0772 -0.0674 -0.0469 -0.0265 -0.0059 0.0146 0.035 mm Height -32.2 -32.2 -32.2 -32.2 -32.2 -32.2 -37.3 -66.2 -95.1 -143.2 -174 -187.7 -184.1 -163.2 Locat mm 7575 7975 8375 8599 8601 9010 9420 9732.5 10099 Transfer Strand kN 134.79 134.26 133.1 131.76 131.95 131.68 131.41 131.21 130.97 Total kN 1617.44 1611.07 1597.18 1581.17 1583.4 1580.17 1576.93 1574.47 1571.59 Service Strand kN 120.24 119.61 118.46 117.57 118.3 118.63 119.03 119.39 119.87 Total kN 1442.84 1435.32 1421.49 1410.84 1419.57 1423.52 1428.39 1432.71 1438.45 #.# Slope 0.0556 0.0653 0.045 0.0002 0 0 0 0 0 mm Height -125 -100.8 -74.8 -69.7 -69.7 -69.7 -69.7 -69.7 -69.7

Span 4 Locat mm 1 367.5 680 850 1499 1501 1700 1725 2450 2550 3300 3399 Transfer Strand kN 130.96 130.72 130.52 130.41 129.99 129.79 128.63 128.55 127.62 127.49 126.53 126.41 Total kN 1571.57 1568.69 1566.24 1564.91 1559.84 1557.49 1543.6 1542.56 1531.39 1529.85 1518.39 1516.88 Service Strand kN 119.12 118.43 117.89 117.61 116.68 115.92 114.8 114.73 113.93 113.81 112.97 112.86 Total kN 1429.45 1421.17 1414.67 1411.36 1400.14 1391.01 1377.65 1376.74 1367.11 1365.78 1355.65 1354.3 #.# Slope 0 0 0 0 0 -0.0002 -0.04 -0.0421 -0.0239 -0.0214 -0.0025 0 mm Height -69.7 -69.7 -69.7 -69.7 -69.7 -69.7 -73.7 -74.7 -98.7 -100.9 -109.9 -110




Tendon 1 : Middle Strip - Gross Extension: 231.4mm - 2 - 4/12.7 Span 0 Locat mm 1 100 850 950 1675 1700 1899 1901 2550 2720 3032.5 3399 Transfer Strand kN 126.8 126.9 127.63 127.73 128.45 128.47 128.67 128.67 129.32 129.49 129.8 131.23 Total kN 1014.39 1015.16 1021.06 1021.85 1027.59 1027.79 1029.37 1029.38 1034.56 1035.92 1038.42 1049.82 Service Strand kN 113.96 114.05 114.71 114.8 115.46 115.48 115.67 115.67 116.32 116.51 116.88 118.4 Total kN 911.71 912.41 917.71 918.42 923.68 923.87 925.37 925.39 930.57 932.07 935.05 947.23 #.# Slope 0 0.0014 0.0116 0.0129 0.0228 0.0232 0.0259 0.0259 0.0347 0.037 0.0413 0 mm Height -110 -109.9 -105.1 -103.9 -90.9 -90.3 -85.4 -85.4 -65.7 -59.6 -47.4 -36.3

Span 1 Locat mm 1 367.5 680 1089 1499 1501 1725 2125 2525 3366 4207 5050 5891 6732 Transfer Strand kN 131.23 133.09 133.4 133.82 134.23 134.23 134.46 134.87 135.28 136.14 137.01 137.88 138.76 138.68 Total kN 1049.83 1064.71 1067.22 1070.53 1073.85 1073.87 1075.69 1078.95 1082.22 1089.12 1096.07 1103.08 1110.11 1109.4 Service Strand kN 118.8 119.89 119.98 120.19 120.48 120.48 120.66 121.02 121.4 122.25 123.1 123.89 124.6 124.42 Total kN 950.43 959.14 959.83 961.49 963.8 963.81 965.27 968.13 971.21 978.03 984.79 991.08 996.77 995.35 #.# Slope 0 -0.0595 -0.0555 -0.0503 -0.045 -0.045 -0.0421 -0.037 -0.0319 -0.0211 -0.0104 0.0004 0.0112 0.022 mm Height -36.3 -49.3 -67.3 -89 -108.5 -108.6 -118.4 -134.2 -148 -170.3 -183.5 -187.7 -182.8 -168.9 Locat mm 7575 7975 8375 8599 8601 9010 9420 9732.5 10099 Transfer Strand kN 137.79 137.38 136.96 136.73 136.73 136.31 135.89 135.56 133.65 Total kN 1102.36 1099.03 1095.71 1093.85 1093.84 1090.46 1087.08 1084.52 1069.2 Service Strand kN 123.56 123.17 122.81 122.63 122.63 122.34 122.14 122.06 120.96 Total kN 988.45 985.35 982.49 981.03 981.02 978.73 977.1 976.46 967.69 #.# Slope 0.0328 0.0379 0.043 0.0459 0.0459 0.0511 0.0564 0.0604 0 mm Height -145.8 -131.7 -115.5 -105.5 -105.4 -85.6 -63.5 -45.3 -32.2

Span 2 Locat mm 1 367.5 680 884 1088 1292 1499 1501 1700 1725 2283 2841 3400 3958 Transfer Strand kN 133.65 132.19 131.88 131.67 131.46 131.25 131.04 131.04 130.84 130.81 130.25 129.69 129.13 129.69 Total kN 1069.19 1057.56 1055.01 1053.34 1051.68 1050.03 1048.35 1048.33 1046.72 1046.52 1042.01 1037.53 1033.05 1037.52 Service Strand kN 120.56 119 118.62 118.39 118.17 117.96 117.76 117.76 117.57 117.55 117.04 116.54 116.06 116.54 Total kN 964.47 952.03 948.97 947.13 945.38 943.72 942.1 942.08 940.57 940.38 936.3 932.36 928.46 932.35 #.# Slope 0 -0.0414 -0.0372 -0.0344 -0.0316 -0.0288 -0.026 -0.0259 -0.0232 -0.0229 -0.0153 -0.0076 0 0.0076 mm Height -32.2 -43.3 -55.6 -62.9 -69.6 -75.8 -81.4 -81.5 -86.4 -86.9 -97.6 -104 -106.1 -104 Locat mm 4516 5075 5100 5299 5301 5505 5709 5913 6120 6432.5 6799 Transfer Strand kN 130.25 130.81 130.84 131.04 131.04 131.25 131.46 131.67 131.88 132.19 133.65 Total kN 1042 1046.52 1046.72 1048.33 1048.35 1050 1051.66 1053.32 1055.01 1057.56 1069.19 Service Strand kN 117.04 117.55 117.57 117.76 117.76 117.96 118.17 118.39 118.62 119 120.56 Total kN 936.3 940.38 940.57 942.08 942.1 943.69 945.36 947.1 948.97 952.03 964.47 #.# 0.0152 0.0229 0.0232 0.0259 Slope 0.026 0.0288 0.0315 0.0343 0.0372 0.0414 0 mm Height -97.6 -86.9 -86.4 -81.5 -81.4 -75.8 -69.7 -63 -55.6 -43.3 -32.2

Span 3 Locat mm 1 367.5 680 1089 1499 1501 1725 2125 2525 3366 4207 5050 5891 6732 Transfer Strand kN 133.65 135.56 135.89 136.31 136.73 136.73 136.96 137.38 137.79 138.67 138.76 137.88 137.01 136.14 Total kN 1069.2 1084.52 1087.08 1090.45 1093.84 1093.85 1095.71 1099.03 1102.36 1109.39 1110.1 1103.04 1096.05 1089.1 Service Strand kN 120.96 122.06 122.14 122.34 122.63 122.63 122.81 123.17 123.56 124.42 124.59 123.88 123.1 122.25 Total kN 967.69 976.47 977.1 978.73 981.02 981.03 982.49 985.35 988.45 995.34 996.75 991.06 984.77 978.02 #.# Slope 0 -0.0604 -0.0564 -0.0512 -0.0459 -0.0459 -0.043 -0.0379 -0.0328 -0.022 -0.0112 -0.0004 0.0103 0.0211 mm Height -32.2 -45.3 -63.5 -85.5 -105.4 -105.5 -115.5 -131.7 -145.8 -168.8 -182.8 -187.7 -183.5 -170.3 Locat mm 7575 7975 8375 8599 8601 9010 9420 9732.5 10099 Transfer Strand kN 135.27 134.86 134.46 134.23 134.23 133.81 133.4 133.08 131.22 Total kN 1082.18 1078.92 1075.66 1073.84 1073.82 1070.51 1067.19 1064.67 1049.79 Service Strand kN 121.4 121.01 120.66 120.47 120.47 120.18 119.98 119.89 118.8 Total kN 971.18 968.1 965.25 963.79 963.77 961.47 959.8 959.12 950.4 #.# Slope 0.0319 0.037 0.0421 0.045 0.045 0.0503 0.0555 0.0595 0 mm Height -148 -134.2 -118.4 -108.6 -108.5 -89 -67.3 -49.3 -36.3

Span 4 Locat mm 1 367.5 680 850 1499 1501 1700 1725 2450 2550 3300 3399 Transfer Strand kN 131.22 129.8 129.49 129.32 128.67 128.67 128.47 128.44 127.73 127.63 126.89 126.79 Total kN 1049.78 1038.39 1035.89 1034.53 1029.35 1029.34 1027.76 1027.56 1021.82 1021.03 1015.13 1014.36 Service Strand kN 118.4 116.88 116.51 116.32 115.67 115.67 115.48 115.46 114.8 114.71 114.05 113.96 Total kN 947.21 935.03 932.04 930.54 925.36 925.35 923.84 923.65 918.4 917.69 912.39 911.69 #.# Slope 0 -0.0413 -0.037 -0.0347 -0.0259 -0.0259 -0.0232 -0.0228 -0.0129 -0.0116 -0.0014 0 mm Height -36.3 -47.4 -59.6 -65.7 -85.4 -85.4 -90.3 -90.9 -103.9 -105.1 -109.9 -110




Tendon 1 : Column Strip - Gross Extension: 229.8mm - 3 - 4/12.7 1

2

3

4

kN 140 130 120 110

122

122 115

114

100

3400 Transfer

Service

13500

114

30400mm

20300

Average

Tendon 1 : Middle Strip - Gross Extension: 231.4mm - 2 - 4/12.7 1

2

3

4

kN 140 130 120 110

122

122 118

116

100

3400 Transfer

Service

13500

116

20300

Average

Tendon Actions Distributed Forces Induced By Tendon Shape - Tendon 1 : Column Strip - 3 - 4/12.7 Load Prestress Ref Col Start No. Force No. Location # kN A mm 1 1532.61 0 0 2 1532.61 0 1687.9 3 1635.07 1 1500 4 1635.07 1 1857.1 5 1635.07 1 8190.1 6 1543.14 2 1500 7 1543.14 2 1717.4 8 1543.14 2 5082.6 9 1634.68 3 1500 10 1634.68 3 1911.8 11 1634.68 3 8241 12 1532.05 4 1500 13 1532.05 4 1712.1

Start End Value Location kN/m mm -34.39 1687.9 273.64 1900 291.76 1857.1 -35.33 8190.1 291.76 8600 276.42 1717.4 -35.71 5082.6 276.42 5300 291.69 1911.8 -35.53 8241 291.69 8600 273.54 1712.1 -34.37 3400

End Transfer Value Factor kN/m #.# -34.39 1.1202 273.64 1.1202 291.76 1.1208 -35.33 1.1208 291.76 1.1208 276.42 1.1165 -35.71 1.1165 276.42 1.1165 291.69 1.1208 -35.53 1.1208 291.69 1.1208 273.54 1.1202 -34.37 1.1202

Moments From Anchorage Eccentricity - Tendon 1 : Column Strip - 3 - 4/12.7 Moment e Prestress Span Location Transfer Moment e Prestress Span Location Transfer Start Force No. Factor End Force No. Factor kNm mm kN # mm #.# kNm mm kN # mm #.# 3.42 -2.5 1532.61 0 0 1.1202 -3.42 -2.5 1532.05 4 3400 1.1202

Forces From Changes In Centroids - Tendon 1 : Column Strip - 3 - 4/12.7 Point Loads Point Moments Ref Distance Prestress Change Vertical Charge Of Applied Transfer Col From Col Force Of Slope Load Centroid Moment Factor A mm kN #.# kN mm kN/m #.# 0 1900 1532.61 0 0 48.1 65.86 1.1202 1 1500 1635.07 0 0 -48.1 -70.22 1.1208 1 8600 1635.07 0 0 48.1 70.22 1.1208 2 1500 1543.14 0 0 -48.1 -66.53 1.1165 2 5300 1543.14 0 0 48.1 66.53 1.1165 3 1500 1634.68 0 0 -48.1 -70.2 1.1208 3 8600 1634.68 0 0 48.1 70.2 1.1208 4 1500 1532.05 0 0 -48.1 -65.83 1.1202

Distributed Forces Induced By Tendon Shape - Tendon 1 : Middle Strip - 2 - 4/12.7 Load Prestress Ref Col Start No. Force No. Location # kN A mm 1 1028.27 0 0 2 1028.27 0 3183.2

Start End End Transfer Value Location Value Factor kN/m mm kN/m #.# -12.59 3183.2 -12.59 1.1119 184.95 3400 184.95 1.1119

30400mm



Load Prestress Ref Col Start No. Force No. Location # kN A mm 3 1090.53 1 0 4 1090.53 1 301.8 5 1090.53 1 9794.1 6 1047.21 2 0 7 1047.21 2 217.4 8 1047.21 2 6582.6 9 1090.51 3 0 10 1090.51 3 305.9 11 1090.51 3 9798.2 12 1028.24 4 0 13 1028.24 4 216.8

Start End Value Location kN/m mm 195.9 301.8 -12.54 9794.1 195.9 10100 188.31 217.4 -12.86 6582.6 188.31 6800 195.9 305.9 -12.54 9798.2 195.9 10100 184.95 216.8 -12.59 3400


End Transfer Value Factor kN/m #.# 195.9 1.1134 -12.54 1.1134 195.9 1.1134 188.31 1.1122 -12.86 1.1122 188.31 1.1122 195.9 1.1134 -12.54 1.1134 195.9 1.1134 184.95 1.1119 -12.59 1.1119

Moments From Anchorage Eccentricity - Tendon 1 : Middle Strip - 2 - 4/12.7 Moment e Prestress Span Location Transfer Moment e Prestress Span Location Transfer Start Force No. Factor End Force No. Factor kNm mm kN # mm #.# kNm mm kN # mm #.# 2.31 -2.5 1028.27 0 0 1.1119 -2.31 -2.5 1028.24 4 3400 1.1119

Forces from Tendon Profiles - Tendon 1 : Column Strip - 3 - 4/12.7 1

2

3

4

kN/m 320 240 160 80 0

-34.4

3400

13500

-35.3

-35.7

20300

-35.5

30400mm -34.4

Forces from Changes in Section - Tendon 1 : Column Strip - 3 - 4/12.7 1

2

3

3400

13500

20300

4

kN 100 80 60 40 20 0

30400mm

Forces from Tendon Profiles - Tendon 1 : Middle Strip - 2 - 4/12.7 1

2

3

4

kN/m 200 150 100 50 0

-12.6

3400

13500

-12.5

-12.9

Secondary Forces Tendon 1 : Column Strip Span End Tendon Centroid e No. Depth Depth # A mm mm mm 0 Left 110 112.5 2.5 0 Right 69.7 160.6 90.9 1 Left 69.7 160.6 90.9 1 Right 32.2 160.6 128.4 2 Left 32.2 160.6 128.4

Peff.

MTotal

kN kNm 1368.18 -3.42 1368.18 124.41 1458.82 -169.73 1420.46 143.61 1420.46 -89.51

MSec Reaction Transfer Factor kNm kN #.# 0 0 0 0 0 0 37.08 -8.39 0 -38.83 8.39 0 -92.93 0.04 0

20300

-12.5

30400mm -12.6

RAPT 6.2.1.3 Licensee: Demo Span No. # 2 3 3 4 4


End Tendon Centroid e Depth Depth A mm mm mm Right 32.2 160.6 128.4 Left 32.2 160.6 128.4 Right 69.7 160.6 90.9 Left 69.7 160.6 90.9 Right 110 112.5 2.5

Peff.

MTotal

kN kNm 1420.27 89.74 1420.27 -144.08 1458.43 170.1 1367.69 -124.37 1367.69 3.42

MSec Reaction Transfer Factor kNm kN #.# -92.67 -0.04 0 -38.33 8.38 0 37.48 -8.38 0 -0 0 0 0 -0 0

Tendon 1 : Middle Strip Span No. # 0 0 1 1 2 2 3 3 4 4

End Tendon Centroid Depth Depth A mm mm Left 110 112.5 Right 36.3 112.5 Left 36.3 112.5 Right 32.2 112.5 Left 32.2 112.5 Right 32.2 112.5 Left 32.2 112.5 Right 36.3 112.5 Left 36.3 112.5 Right 110 112.5

e

Peff.

mm 2.5 76.2 76.2 80.3 80.3 80.3 80.3 76.2 76.2 2.5

MTotal

kN kNm 924.76 -2.31 924.76 70.47 979.49 -105.53 960.52 102.25 960.52 -62.17 960.51 62.17 960.51 -102.25 979.48 105.53 924.73 -70.46 924.73 2.31

MSec Reaction Transfer Factor kNm kN #.# 0 0 0 0 0 0 30.9 -0.63 0 25.12 0.63 0 -14.96 0 0 -14.96 0 0 25.12 0.63 0 30.9 -0.63 0 0 0 0 0 0 0

Bending Moments Load Cases Column Actions Col No. 1 Moment Above Moment Below Reaction Elastic Rotation Elastic Axial Shortening

kNm kNm kN #.# mm

Secondary Secondary Prestress Prestress Self Live Transfer Service Transfer Service Weight Load -49.21 -43.95 -49.21 -43.95 81.01 44.16 -40.8 -36.44 -40.8 -36.44 67.18 36.62 -9.02 -8.09 -9.78 -8.73 408.78 208.3 0 0 -2.39e-4 -2.14e-4 3.94e-4 2.15e-4 0 0 0 0 -0.2 -0

kNm kNm kN #.# mm

Secondary Secondary Prestress Prestress Self Live Load Transfer Service Transfer Service Weight 57.69 51.49 57.69 51.49 -88.41 -48.04 47.84 42.7 47.84 42.7 -73.31 -39.83 9.07 8.13 9.82 8.76 407.15 207.44 0 0 2.8e-4 2.5e-4 -4.3e-4 -2.33e-4 0 0 -0 -0 -0.2 -0

kNm kNm kN #.# mm

Secondary Secondary Prestress Prestress Self Live Transfer Service Transfer Service Weight Load -57.83 -51.61 -57.83 -51.61 88.41 48.04 -47.95 -42.8 -47.95 -42.8 73.31 39.83 8.97 8.04 9.73 8.68 407.14 207.44 0 0 -2.81e-4 -2.51e-4 4.3e-4 2.33e-4 0 0 -0 -0 -0.2 -0

kNm kNm kN #.# mm

Secondary Secondary Prestress Prestress Self Live Load Transfer Service Transfer Service Weight 49.46 44.17 49.46 44.17 -81.01 -44.16 41.02 36.63 41.02 36.63 -67.18 -36.62 -9.01 -8.08 -9.77 -8.71 408.78 208.3 0 0 2.4e-4 2.15e-4 -3.94e-4 -2.15e-4 0 0 0 0 -0.2 -0

Col No. 2 Moment Above Moment Below Reaction Elastic Rotation Elastic Axial Shortening Col No. 3 Moment Above Moment Below Reaction Elastic Rotation Elastic Axial Shortening Col No. 4 Moment Above Moment Below Reaction Elastic Rotation Elastic Axial Shortening

Secondary Transfer Total Panel Column Moments And Reactions Col Moment Moment Reaction No. Above Below kNm kNm kN 1 -49.21 -40.8 -9.02 2 57.69 47.84 9.07 3 -57.83 -47.95 8.97 4 49.46 41.02 -9.01

Moment Shear Diagram - Column Strip Span 0

Locat mm Moment kNm Shear kN

1

100 0 0

850 0 0

950 0 0

1675 0 0

1700 0 0

1899 0 0

1901 0 0

2550 0 0

2720 0 0

0 0

3032.5 3399 0 0 0 0


RAPT 6.2.1.3 Licensee: Demo Span 1 Locat Moment Shear Span 1 Locat Moment Shear Span 2 Locat Moment Shear Span 2 Locat Moment Shear Span 3 Locat Moment Shear Span 3 Locat Moment Shear Span 4 Locat Moment Shear

mm 1 kNm 41.56 kN -8.39 mm 7975 kNm -25.36 kN -8.39 mm 1 kNm -104.05 kN 0.04 mm 5075 kNm -103.83 kN 0.04 mm 1 kNm -42.63 kN 8.38 mm 7975 kNm 24.21 kN 8.38 mm 1 kNm -0 kN 0

2011-3-17 7:42:15 Frame Description: Example 2way flat slab with drop panels Design - Car Park 367.5 680 1089 1499 1501 1725 2125 2525 3366 4207 38.49 35.86 32.43 28.99 28.97 27.09 23.74 20.38 13.32 6.26 -8.39 -8.39 -8.39 -8.39 -8.39 -8.39 -8.39 -8.39 -8.39 -8.39 8375 8599 8601 9010 9420 9732.5 10099 -28.72 -30.6 -30.61 -34.05 -37.49 -40.11 -43.19 -8.39 -8.39 -8.39 -8.39 -8.39 -8.39 -8.39 367.5 680 884 1088 1292 1499 1501 1700 1725 2283 -104.03 -104.02 -104.01 -104 -103.99 -103.98 -103.98 -103.97 -103.97 -103.95 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 5100 5299 5301 5505 5709 5913 6120 6432.5 6799 -103.83 -103.82 -103.82 -103.81 -103.8 -103.79 -103.78 -103.77 -103.75 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 367.5 680 1089 1499 1501 1725 2125 2525 3366 4207 -39.56 -36.94 -33.51 -30.08 -30.06 -28.18 -24.83 -21.48 -14.43 -7.38 8.38 8.38 8.38 8.38 8.38 8.38 8.38 8.38 8.38 8.38 8375 8599 8601 9010 9420 9732.5 10099 27.56 29.44 29.46 32.89 36.32 38.94 42.01 8.38 8.38 8.38 8.38 8.38 8.38 8.38 367.5 680 850 1499 1501 1700 1725 2450 2550 3300 -0 -0 -0 -0 -0 -0 -0 -0 -0 0 0 0 0 0 0 0 0 0 0 0

Page 15/79 License No.: 5050 5891 6732 7575 -0.81 -7.87 -14.93 -22 -8.39 -8.39 -8.39 -8.39

2841 3400 3958 4516 -103.92 -103.9 -103.88 -103.85 0.04 0.04 0.04 0.04

5050 5891 6732 7575 -0.31 6.74 13.79 20.86 8.38 8.38 8.38 8.38

3399 0 0

Moment Shear Diagram - Middle Strip Span 0

Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear

Span 1

Span 1

Span 2

Span 2

Span 3

Span 3

Span 4

mm kNm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN

1

100 0 0

1 34.38 -0.63 8599 28.96 -0.63 1 -16.66 0 5299 -16.66 0 1 28.01 0.63 8599 33.43 0.63 1 0 0

0 0 367.5 34.15 -0.63 8601 28.95 -0.63 367.5 -16.66 0 5301 -16.66 0 367.5 28.24 0.63 8601 33.43 0.63 367.5 0 0

850

950 0 0

680 33.95 -0.63 9010 28.7 -0.63 680 -16.66 0 5505 -16.66 0 680 28.44 0.63 9010 33.69 0.63 680 0 0

1675 0 0

1700

0 0

1089 1499 33.69 33.43 -0.63 -0.63 9420 9732.5 28.44 28.24 -0.63 -0.63 884 1088 -16.66 -16.66 0 0 5709 5913 -16.66 -16.66 0 0 1089 1499 28.7 28.95 0.63 0.63 9420 9732.5 33.95 34.15 0.63 0.63 850 1499 0 0 0 0

2720 3032.5 3399 0 0 0 0 0 0 1501 1725 2125 2525 3366 4207 5050 5891 6732 33.43 33.29 33.04 32.79 32.26 31.73 31.19 30.66 30.13 -0.63 -0.63 -0.63 -0.63 -0.63 -0.63 -0.63 -0.63 -0.63 10099 28.01 -0.63 1292 1499 1501 1700 1725 2283 2841 3400 3958 -16.66 -16.66 -16.66 -16.66 -16.66 -16.66 -16.66 -16.66 -16.66 0 0 0 0 0 0 0 0 0 6120 6432.5 6799 -16.66 -16.66 -16.66 0 0 0 1501 1725 2125 2525 3366 4207 5050 5891 6732 28.96 29.1 29.35 29.6 30.13 30.66 31.19 31.72 32.25 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 10099 34.38 0.63 1501 1700 1725 2450 2550 3300 3399 0 0 0 0 0 0 0 0 0 0 0 0 0 0

1

kNm -800

1899

0 0

1901

0 0

2550

0 0

0 0

2

7575 7975 8375 29.6 29.35 29.1 -0.63 -0.63 -0.63

4516 5075 5100 -16.66 -16.66 -16.66 0 0 0

7575 7975 8375 32.79 33.04 33.29 0.63 0.63 0.63

3

4

-600 -400 -200 0

0

0

-104

-40.1

38.5

-104

-39.6

-0.812

0

38.9

-104

0

-0.31

200 400 3400

13500

20300

2

3

30400mm

Moment : Column Strip 1 kN 400 300 200 100 0 -1000

0.043 0

-8.39

0.043 8.38

4

8.38

0

-8.39

-200 -300 -400 3400

Shear : Column Strip

13500

20300

30400mm

0


2011-3-17 7:42:24 Frame Description: Example 2way flat slab with drop panels Design - Car Park 1

kNm -800

2


3

4

-600 -400 -200 0

0

-16.7

28.2

34.1

0

-16.7

31.2

200

28.2

-16.7

0

31.2

400 3400

0

34.1

13500

20300

2

3

30400mm

Moment : Middle Strip 1 kN 400 300 200 100 0 -1000

0.631 0 -0.631

-0.631 0

4

0.631

0

0

0

-200 -300 -400 3400

13500

20300

30400mm

Shear : Middle Strip Secondary Service Total Panel Column Moments And Reactions Col Moment Moment Reaction No. Above Below kNm kNm kN 1 -43.95 -36.44 -8.09 2 51.49 42.7 8.13 3 -51.61 -42.8 8.04 4 44.17 36.63 -8.08


Span 1

Span 1

Span 2

Span 2

Span 3

Span 3

Span 4



1

100 0 0

1 37.07 -7.52 8599 -27.55 -7.52 1 -92.93 0.04 5299 -92.72 0.04 1 -38.33 7.51 8599 26.21 7.51 1 -0 0

0 0 367.5 34.32 -7.52 8601 -27.56 -7.52 367.5 -92.92 0.04 5301 -92.72 0.04 367.5 -35.58 7.51 8601 26.23 7.51 367.5 -0 0

850

950 0 0

680 31.97 -7.52 9010 -30.63 -7.52 680 -92.9 0.04 5505 -92.72 0.04 680 -33.23 7.51 9010 29.3 7.51 680 -0 0

1675 0 0

1700

0 0

1089 1499 28.89 25.81 -7.52 -7.52 9420 9732.5 -33.72 -36.06 -7.52 -7.52 884 1088 -92.9 -92.89 0.04 0.04 5709 5913 -92.71 -92.7 0.04 0.04 1089 1499 -30.16 -27.08 7.51 7.51 9420 9732.5 32.38 34.72 7.51 7.51 850 1499 -0 -0 0 0

1899

2720 3032.5 3399 0 0 0 0 0 0 1501 1725 2125 2525 3366 4207 5050 5891 6732 7575 7975 25.8 24.11 21.11 18.1 11.78 5.46 -0.87 -7.19 -13.51 -19.85 -22.86 -7.52 -7.52 -7.52 -7.52 -7.52 -7.52 -7.52 -7.52 -7.52 -7.52 -7.52 10099 -38.82 -7.52 1292 1499 1501 1700 1725 2283 2841 3400 3958 4516 5075 -92.88 -92.87 -92.87 -92.86 -92.86 -92.84 -92.82 -92.8 -92.78 -92.75 -92.73 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 6120 6432.5 6799 -92.69 -92.68 -92.67 0.04 0.04 0.04 1501 1725 2125 2525 3366 4207 5050 5891 6732 7575 7975 -27.07 -25.39 -22.38 -19.38 -13.07 -6.75 -0.43 5.89 12.2 18.53 21.53 7.51 7.51 7.51 7.51 7.51 7.51 7.51 7.51 7.51 7.51 7.51 10099 37.47 7.51 1501 1700 1725 2450 2550 3300 3399 -0 -0 -0 -0 -0 0 0 0 0 0 0 0 0 0 0 0

1901

0 0

2550

0 0

0 0

8375 -25.86 -7.52

5100 -92.73 0.04

8375 24.53 7.51


Locat Moment Shear Span 1 Locat Moment Shear Span 1 Locat Moment Shear Span 2 Locat Moment Shear

mm 1 kNm 0 kN 0 mm 1 kNm 30.9 kN -0.57 mm 8599 kNm 25.98 kN -0.57 mm 1 kNm -14.96 kN 0

100 0 0 367.5 30.69 -0.57 8601 25.98 -0.57 367.5 -14.96 0

850

950 0 0

680 30.51 -0.57 9010 25.74 -0.57 680 -14.96 0

1675 0 0

1700

0 0

1089 1499 30.27 30.04 -0.57 -0.57 9420 9732.5 25.51 25.33 -0.57 -0.57 884 1088 -14.96 -14.96 0 0

1899

2720 3032.5 3399 0 0 0 0 0 0 1501 1725 2125 2525 3366 4207 5050 5891 6732 30.04 29.91 29.68 29.45 28.97 28.49 28.01 27.53 27.05 -0.57 -0.57 -0.57 -0.57 -0.57 -0.57 -0.57 -0.57 -0.57 10099 25.12 -0.57 1292 1499 1501 1700 1725 2283 2841 3400 3958 -14.96 -14.96 -14.96 -14.96 -14.96 -14.96 -14.96 -14.96 -14.96 0 0 0 0 0 0 0 0 0 0 0

1901

0 0

2550

0 0

0 0

7575 7975 8375 26.56 26.33 26.11 -0.57 -0.57 -0.57

4516 5075 5100 -14.96 -14.96 -14.96 0 0 0

RAPT 6.2.1.3 Licensee: Demo Span 2

Locat Moment Shear Span 3 Locat Moment Shear Span 3 Locat Moment Shear Span 4 Locat Moment Shear

2011-3-17 7:42:32 Frame Description: Example 2way flat slab with drop panels Design - Car Park mm 5299 5301 kNm -14.96 -14.96 kN 0 0 mm 1 367.5 kNm 25.12 25.33 kN 0.57 0.57 mm 8599 8601 kNm 30.04 30.04 kN 0.57 0.57 mm 1 367.5 kNm 0 0 kN 0 0

5505 -14.96 0 680 25.51 0.57 9010 30.27 0.57 680 0 0

5709 5913 -14.96 -14.96 0 0 1089 1499 25.74 25.98 0.57 0.57 9420 9732.5 30.51 30.69 0.57 0.57 850 1499 0 0 0 0

6120 6432.5 6799 -14.96 -14.96 -14.96 0 0 0 1501 1725 2125 2525 3366 4207 5050 5891 6732 7575 7975 8375 25.98 26.1 26.33 26.56 27.04 27.52 28.01 28.49 28.97 29.45 29.68 29.91 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 10099 30.9 0.57 1501 1700 1725 2450 2550 3300 3399 0 0 0 0 0 0 0 0 0 0 0 0 0 0

1

kNm -800


2

3

4

-600 -400 -200 0

0

0

-92.9

-36.1

34.3

-92.7

-35.6

-92.8

-0.874

-0.001

34.7

0

-0.427

200 400 3400

13500

20300

2

3

30400mm

Moment : Column Strip 1 kN 400 300 200 100 0 -1000

0.039 7.51

0.039 0

-7.52

4

7.51

0

0

-7.52

-200 -300 -400 3400

13500

20300

2

3

30400mm

Shear : Column Strip 1

kNm -800

4

-600 -400 -200 0

0

-15

25.3

30.7

0

25.3

-15

28

200

-15

0

28

400 3400

0

30.7

13500

20300

2

3

30400mm

Moment : Middle Strip 1 kN 400 300 200 100 0 -1000 -200 -300 -400

0.572 0 -0.572

3400

Shear : Middle Strip Prestress Transfer Total Panel Column Moments And Reactions Col Moment Moment Reaction No. Above Below kNm kNm kN 1 -49.21 -40.8 -9.78 2 57.69 47.84 9.82 3 -57.83 -47.95 9.73

-0.572 0

13500

4

0.572

0

0

20300

30400mm

0




Col Moment Moment Reaction No. Above Below kNm kNm kN 4 49.46 41.02 -9.77


Span 1

Span 1

Span 2

Span 2

Span 3

Span 3

Span 4



1 100 850 950 1675 1700 1899 1901 2550 3.83 4.02 17.75 21.21 57.87 59.47 65.6 139.37 139.37 0.04 3.85 32.74 36.59 64.52 61.3 0.31 0 0 1 367.5 680 1089 1499 1501 1725 2125 2525 190.24 186.95 184.15 180.48 176.8 98.08 87.79 41.77 -1.12 -8.98 -8.98 -8.98 -8.98 -8.98 -9.3 -82.56 -115.13 -99.29 8375 8599 8601 9010 9420 9732.5 10099 89.41 95.67 174.36 170.69 167 164.2 160.91 64.6 -8.65 -8.98 -8.98 -8.98 -8.98 -8.98 1 367.5 680 884 1088 1292 1499 1501 1700 100.05 100.06 100.07 100.08 100.09 100.1 100.11 25.83 19.66 0.04 0.04 0.04 0.04 0.04 0.04 0.04 -0.27 -61.69 5100 5299 5301 5505 5709 5913 6120 6432.5 6799 19.8 25.98 100.26 100.27 100.27 100.28 100.29 100.3 100.32 61.77 0.35 0.04 0.04 0.04 0.04 0.04 0.04 0.04 1 367.5 680 1089 1499 1501 1725 2125 2525 161.44 164.72 167.52 171.19 174.86 96.2 89.93 46.27 2.58 8.96 8.96 8.96 8.96 8.96 8.64 -64.6 -117.19 -101.26 8375 8599 8601 9010 9420 9732.5 10099 88.25 98.53 177.23 180.9 184.57 187.38 190.66 82.53 9.29 8.96 8.96 8.96 8.96 8.96 1 367.5 680 850 1499 1501 1700 1725 2450 139.31 139.31 139.31 139.31 139.31 65.57 59.44 57.84 21.2 0 0 0 0 0 -0.31 -61.28 -64.49 -36.58

2720 3032.5 139.37 139.37 0 0 3366 4207 -70.61 -112.1 -65.98 -32.68

3399 139.37 0 5050 5891 6732 7575 7975 -125.58 -110.98 -68.37 2.44 45.89 0.7 34.01 67.31 100.7 116.54

1725 2283 2841 3400 3958 4516 5075 18.04 -13 -31.62 -37.83 -31.6 -12.95 18.17 -66.74 -44.49 -22.25 0.04 22.29 44.53 66.82

3366 4207 5050 5891 6732 7575 7975 -68.5 -111.42 -126.18 -112.7 -71.06 -1.06 42.06 -67.78 -34.29 -0.72 32.77 66.26 99.82 115.75

2550 3300 3399 17.74 4.02 3.83 -32.73 -3.85 -0.04


Span 1

Span 1

Span 2

Span 2

Span 3

Span 3

Span 4



1 100 850 950 1675 1700 1899 1901 2.57 2.64 7.63 8.89 22.22 22.81 27.82 27.87 0.01 1.4 11.9 13.3 23.46 23.81 26.59 26.62 1 367.5 680 1089 1499 1501 1725 2125 117.48 102.95 83.1 59.17 37.53 37.43 26.61 9.02 -1.02 -65.72 -61.35 -55.64 -49.92 -49.89 -46.76 -41.18 8599 8601 9010 9420 9732.5 10099 35.08 35.18 56.49 80.2 99.85 113.84 49.23 49.25 54.97 60.69 65.05 -0.58 1 367.5 680 884 1088 1292 1499 1501 69.17 57.55 44.69 37.05 30.01 23.56 17.62 17.57 -0.21 -43.38 -38.91 -35.99 -33.07 -30.15 -27.19 -27.16 5299 5301 5505 5709 5913 6120 6432.5 6799 17.57 17.62 23.47 29.91 36.94 44.69 57.55 69.17 27.16 27.19 30.11 33.03 35.94 38.91 43.38 0.21 1 367.5 680 1089 1499 1501 1725 2125 113.84 99.85 80.2 56.54 35.18 35.08 24.4 7.08 0.58 -65.05 -60.69 -54.98 -49.25 -49.23 -46.1 -40.51 8599 8601 9010 9420 9732.5 10099 37.43 37.53 59.12 83.1 102.95 117.47 49.89 49.92 55.63 61.35 65.72 1.02 1 367.5 680 850 1499 1501 1700 1725 78.35 66.96 54.37 48.1 27.87 27.82 22.81 22.22 -0.21 -42.47 -38.09 -35.71 -26.62 -26.59 -23.81 -23.46

1

kNm -800

2550 48.1 35.71 2525 -6.33 -35.59

2720 3032.5 54.37 66.96 38.09 42.47 3366 4207 -31.32 -46.44 -23.85 -12.1

3399 78.35 0.21 5050 5891 6732 7575 7975 8375 -51.68 -47.02 -32.49 -8.01 7.08 24.4 -0.33 11.41 23.16 34.93 40.51 46.1

1700 1725 2283 2841 3400 3958 4516 5075 5100 12.45 11.84 0.7 -5.99 -8.22 -5.99 0.69 11.84 12.45 -24.32 -23.96 -15.98 -8 -0 7.98 15.96 23.96 24.32

2525 3366 4207 5050 5891 6732 7575 7975 8375 -8.01 -32.44 -47 -51.68 -46.47 -31.37 -6.33 9.02 26.61 -34.93 -23.18 -11.44 0.33 12.08 23.82 35.59 41.18 46.76

2450 2550 3300 3399 8.89 7.63 2.64 2.57 -13.3 -11.9 -1.4 -0.01

2

3

4

-600 -400 -200 0

4.02 139

-126 187

164

100

-37.8

100

165

4.02

-126 187

139

200 400 3400

Moment : Column Strip

13500

20300

30400mm



kN 400 300 200 100 3.85 0 -100 -200 -300 -400

2

3

-8.98

4

0.039 8.96

0.04 0


8.96

0 -3.85

-8.98

3400

13500

20300

2

3

30400mm


kNm -800

4

-600 -400 -200

-51.7

-51.7

-8.22

0 2.64

200

67

103

57.5

99.8

57.5

99.8

400 3400

13500

20300

2

3

67

103

2.64

30400mm

Moment : Middle Strip 1 kN 400 300 200 1001.4 0 -100 -200 -300 -400

60.7

38.1 -61.4

3400

4

61.4

38.9 -38.9

13500

-38.1

-60.7

-1.4

30400mm

20300

Shear : Middle Strip Prestress Service Total Panel Column Moments And Reactions Col Moment Moment Reaction No. Above Below kNm kNm kN 1 -43.95 -36.44 -8.73 2 51.49 42.7 8.76 3 -51.61 -42.8 8.68 4 44.17 36.63 -8.71


Span 1

Span 1

Span 2

Span 2

Span 3

Span 3

Span 4



1 100 850 950 1675 1700 1899 1901 2550 3.42 3.59 15.84 18.94 51.66 53.09 58.56 124.41 124.41 0.03 3.44 29.23 32.67 57.6 54.73 0.27 0 0 1 367.5 680 1089 1499 1501 1725 2125 2525 169.73 166.79 164.29 161.02 157.74 87.5 78.33 37.27 -0.99 -8 -8 -8 -8 -8 -8.29 -73.65 -102.71 -88.58 8375 8599 8601 9010 9420 9732.5 10099 79.81 85.4 155.61 152.33 149.05 146.55 143.62 57.64 -7.71 -8 -8 -8 -8 -8 1 367.5 680 884 1088 1292 1499 1501 1700 89.51 89.52 89.53 89.54 89.54 89.55 89.56 23.03 17.51 0.04 0.04 0.04 0.04 0.04 0.04 0.04 -0.24 -55.25 5100 5299 5301 5505 5709 5913 6120 6432.5 6799 17.63 23.17 89.69 89.7 89.71 89.71 89.72 89.73 89.74 55.32 0.31 0.03 0.03 0.03 0.03 0.03 0.03 0.03 1 367.5 680 1089 1499 1501 1725 2125 2525 144.08 147.01 149.51 152.78 156.06 85.87 80.28 41.32 2.34 7.99 7.99 7.99 7.99 7.99 7.7 -57.64 -104.56 -90.35 8375 8599 8601 9010 9420 9732.5 10099 78.73 87.91 158.12 161.39 164.67 167.16 170.09 73.62 8.28 7.99 7.99 7.99 7.99 7.99 1 367.5 680 850 1499 1501 1700 1725 2450 124.37 124.37 124.37 124.37 124.37 58.54 53.07 51.64 18.93 0 0 0 0 0 -0.27 -54.71 -57.58 -32.65

2720 3032.5 124.41 124.41 0 0 3366 4207 -62.99 -100 -58.86 -29.15

3399 124.41 0 5050 5891 6732 7575 7975 -112.02 -98.99 -60.97 2.22 40.98 0.64 30.35 60.06 89.85 103.98

1725 2283 2841 3400 3958 4516 5075 16.05 -11.74 -28.42 -33.98 -28.4 -11.71 16.17 -59.78 -39.85 -19.93 0.04 19.96 39.89 59.85

3366 4207 5050 5891 6732 7575 7975 -61.08 -99.38 -112.55 -100.53 -63.39 -0.94 37.52 -60.48 -30.6 -0.65 29.23 59.11 89.05 103.26

2550 3300 3399 15.84 3.59 3.42 -29.22 -3.44 -0.03





Span 1

Span 1

Span 2

Span 2

Span 3

Span 3

Span 4



1 100 850 950 1675 1700 1899 1901 2.31 2.37 6.86 8 19.98 20.51 25.02 25.07 0.01 1.26 10.71 11.96 21.1 21.41 23.92 23.94 1 367.5 680 1089 1499 1501 1725 2125 105.53 92.49 74.66 53.17 33.73 33.64 23.92 8.12 -0.92 -59.03 -55.11 -49.98 -44.84 -44.81 -42 -36.99 8599 8601 9010 9420 9732.5 10099 31.51 31.6 50.74 72.03 89.68 102.25 44.21 44.24 49.37 54.51 58.43 -0.53 1 367.5 680 884 1088 1292 1499 1501 62.17 51.72 40.16 33.29 26.96 21.16 15.82 15.78 -0.19 -39 -34.98 -32.36 -29.73 -27.11 -24.45 -24.42 5299 5301 5505 5709 5913 6120 6432.5 6799 15.77 15.82 21.08 26.87 33.19 40.16 51.72 62.17 24.42 24.45 27.07 29.69 32.32 34.98 39 0.19 1 367.5 680 1089 1499 1501 1725 2125 102.25 89.68 72.03 50.79 31.6 31.51 21.92 6.36 0.53 -58.43 -54.51 -49.38 -44.24 -44.21 -41.4 -36.39 8599 8601 9010 9420 9732.5 10099 33.64 33.73 53.11 74.65 92.49 105.53 44.81 44.84 49.97 55.11 59.03 0.92 1 367.5 680 850 1499 1501 1700 1725 70.46 60.22 48.9 43.26 25.07 25.02 20.51 19.98 -0.18 -38.19 -34.26 -32.11 -23.94 -23.92 -21.41 -21.1

1

kNm -800

2550 43.26 32.12 2525 -5.67 -31.97

2720 3032.5 48.9 60.22 34.26 38.19 3366 4207 -28.12 -41.7 -21.42 -10.87

3399 70.47 0.18 5050 5891 6732 7575 7975 8375 -46.41 -42.23 -29.17 -7.19 6.36 21.92 -0.3 10.25 20.8 31.37 36.39 41.4

1700 1725 2283 2841 3400 3958 4516 5075 5100 11.17 10.63 0.61 -5.4 -7.41 -5.41 0.6 10.63 11.17 -21.86 -21.54 -14.36 -7.19 -0 7.18 14.35 21.54 21.86

2525 3366 4207 5050 5891 6732 7575 7975 8375 -7.19 -29.13 -42.21 -46.41 -41.72 -28.17 -5.67 8.12 23.91 -31.37 -20.82 -10.27 0.3 10.85 21.4 31.97 36.98 42

2450 2550 3300 3399 7.99 6.86 2.37 2.31 -11.96 -10.7 -1.26 -0.01

2

3

4

-600 -400 -200 3.59 0

124

167

-112

89.5

147

-34

89.7

147

-113

3.59 124

167

200 400 3400

13500

20300

2

3

30400mm

Moment : Column Strip 1 kN 400 300 200 100 3.44 0 -100 -200 -300 -400

0.035 7.99

0.035 0

-8

4

7.99

0 -3.44

-8

3400

13500

20300

2

3

30400mm


kNm -800

4

-600 -400 -200

-46.4

-46.4

-7.41

0 200

2.37

60.2

92.5

89.7

51.7

51.7

89.7

400 3400

Moment : Middle Strip

13500

20300

92.5

60.2

30400mm

2.37



kN 400 300 200 100 1.26 0 -100 -200 -300 -400

2

3

54.5

34.3

3400

4

55.1

35 -35

-55.1


-34.3

-54.5

13500

-1.26

30400mm

20300

Shear : Middle Strip Load Case 1. Self Weight Total Panel Column Moments And Reactions Col Moment Moment Reaction No. Above Below kNm kNm kN 1 81.01 67.18 408.78 2 -88.41 -73.31 407.15 3 88.41 73.31 407.14 4 -81.01 -67.18 408.78


Span 1

Span 1

Span 2

Span 2

Span 3

Span 3

Span 4



1 0 -0.03 1 -293.33 169.44 8375 -53.23 -104.71 1 -174.4 116.63 5100 -30.5 -53.83 1 -287.55 168.3 8375 -57.04 -105.85 1 -189.65 116.63

100 -0.16 -3.17 367.5 -233.76 155.64 8599 -77.48 -111.8 367.5 -134.18 102.82 5299 -41.84 -60.13 367.5 -228.4 154.49 8599 -81.55 -112.95 367.5 -149.44 102.82

850 -11.44 -26.91 680 -186.96 143.87 8601 -77.71 -111.87 680 -103.89 91.05 5301 -41.96 -60.2 680 -181.96 142.72 8601 -81.77 -113.01 680 -119.15 91.05

950 -14.29 -30.08 1089 -131.27 128.46 9010 -126.61 -127.28 884 -86.1 83.36 5505 -55.02 -67.88 1089 -126.74 127.31 9010 -131.15 -128.42 850 -104.21 84.65

1675 1700 1899 1901 2550 2720 -44.42 -45.75 -57.09 -57.21 -104.21 -119.15 -53.04 -53.83 -60.13 -60.2 -84.65 -91.05 1499 1501 1725 2125 2525 3366 -81.77 -81.55 -57.04 -17.23 17.51 74.03 113.01 112.95 105.85 93.19 80.52 53.89 9420 9732.5 10099 -181.96 -228.4 -287.55 -142.72 -154.49 -168.3 1088 1292 1499 1501 1700 1725 -69.88 -55.22 -41.96 -41.84 -30.5 -29.16 75.68 68 60.2 60.13 53.83 53.04 5709 5913 6120 6432.5 6799 -69.65 -85.85 -103.89 -134.18 -174.4 -75.57 -83.25 -91.05 -102.82 -116.63 1499 1501 1725 2125 2525 3366 -77.71 -77.48 -53.23 -13.88 20.4 75.96 111.87 111.8 104.71 92.04 79.38 52.75 9420 9732.5 10099 -186.96 -233.76 -293.33 -143.87 -155.64 -169.44 1499 1501 1700 1725 2450 2550 -57.21 -57.09 -45.75 -44.42 -14.29 -11.44 60.2 60.13 53.83 53.04 30.08 26.91

3032.5 -149.44 -102.82 4207 108.16 27.26

3399 -189.65 -116.63 5050 5891 6732 7575 7975 119.89 109.17 76.06 20.4 -13.88 0.57 -26.06 -52.69 -79.38 -92.04

2283 2841 3400 3958 4516 5075 -4.5 10.31 15.26 10.33 -4.46 -29.16 35.37 17.7 0 -17.67 -35.34 -53.04

4207 5050 5891 6732 7575 7975 109.12 119.89 108.21 74.14 17.51 -17.23 26.12 -0.57 -27.2 -53.83 -80.52 -93.19

3300 3399 -0.16 0 3.17 0.03


Span 1

Span 1

Span 2

Span 2

Span 3

Span 3

Span 4



1

100 850 950 1675 1700 1899 0 -0.07 -4.9 -6.12 -19.04 -19.61 -24.47 -0.01 -1.36 -11.53 -12.89 -22.73 -23.07 -25.77 1 367.5 680 1089 1499 1501 1725 -125.71 -100.18 -80.13 -56.26 -35.05 -34.95 -24.45 72.62 66.7 61.66 55.05 48.43 48.41 45.37 8599 8601 9010 9420 9732.5 10099 -33.21 -33.3 -54.26 -77.98 -97.89 -123.24 -47.91 -47.94 -54.55 -61.17 -66.21 -72.13 1 367.5 680 884 1088 1292 1499 -74.74 -57.51 -44.53 -36.9 -29.95 -23.67 -17.98 49.98 44.07 39.02 35.73 32.43 29.14 25.8 5299 5301 5505 5709 5913 6120 6432.5 -17.93 -17.98 -23.58 -29.85 -36.79 -44.53 -57.51 -25.77 -25.8 -29.09 -32.39 -35.68 -39.02 -44.07 1 367.5 680 1089 1499 1501 1725 -123.24 -97.89 -77.98 -54.32 -33.3 -33.21 -22.81 72.13 66.21 61.17 54.56 47.94 47.91 44.87 8599 8601 9010 9420 9732.5 10099 -34.95 -35.05 -56.21 -80.13 -100.18 -125.71 -48.41 -48.43 -55.04 -61.66 -66.7 -72.62 1 367.5 680 850 1499 1501 1700 -81.28 -64.05 -51.06 -44.66 -24.52 -24.47 -19.61 49.98 44.07 39.02 36.28 25.8 25.77 23.07

1901 -24.52 -25.8 2125 -7.39 39.94

2550 -44.66 -36.28 2525 7.5 34.51

2720 3032.5 -51.06 -64.05 -39.02 -44.07 3366 4207 31.73 46.35 23.1 11.68

3399 -81.28 -49.98 5050 5891 6732 7575 7975 8375 51.38 46.79 32.6 8.74 -5.95 -22.81 0.25 -11.17 -22.58 -34.02 -39.45 -44.87

1501 -17.93 25.77 6799 -74.74 -49.98 2125 -5.95 39.45

1700 1725 2283 2841 3400 3958 4516 5075 5100 -13.07 -12.5 -1.93 4.42 6.54 4.43 -1.91 -12.5 -13.07 23.07 22.73 15.16 7.59 0 -7.57 -15.14 -22.73 -23.07

2525 3366 4207 5050 5891 6732 7575 7975 8375 8.74 32.55 46.77 51.38 46.38 31.77 7.5 -7.39 -24.45 34.02 22.61 11.19 -0.25 -11.66 -23.07 -34.51 -39.94 -45.37

1725 2450 2550 3300 3399 -19.04 -6.12 -4.9 -0.07 0 22.73 12.89 11.53 1.36 0.01



kNm -800

2


3

4

-600 -400

-234

-149

-200

-228

-134

-234

-228

-134

-149

-0.158

-0.158

0 15.3

200

120

120

400 3400

13500

20300

2

3

30400mm

Moment : Column Strip 1 kN 400 300 200 100 0 -3.17 -100 -200 -300 -400

144

4

143

91

91 3.17

-91

-91

-143

3400

-144

13500

20300

2

3

30400mm


kNm -800

4

-600 -400 -200 -0.068

-100

-64

-97.9

-57.5

-100

-97.9

-57.5

-64

-0.068

0 6.54

51.4

200

51.4

400 3400

13500

20300

2

3

30400mm

Moment : Middle Strip 1 kN 400 300 200 100 0 -1.36 -100 -200 -300 -400

61.7

61.2

39

-39

-39

-61.2

3400

4

13500

20300

39

1.36

-61.7

30400mm

Shear : Middle Strip Load Case 2. Live Load Total Panel Column Moments And Reactions Col Moment Moment Reaction No. Above Below kNm kNm kN 1 44.16 36.62 208.3 2 -48.04 -39.83 207.44 3 48.04 39.83 207.44 4 -44.16 -36.62 208.3


Locat Moment Shear Span 1 Locat Moment Shear Span 1 Locat Moment Shear Span 2 Locat Moment

mm kNm kN mm kNm kN mm kNm kN mm kNm

1

100 850 950 1675 1700 0 -0.09 -6.22 -7.77 -24.16 -24.88 -0.02 -1.72 -14.64 -16.36 -28.84 -29.27 1 367.5 680 1089 1499 1501 -155.99 -125.17 -100.72 -71.26 -44.62 -44.49 87.24 80.93 75.55 68.51 61.45 61.41 8599 8601 9010 9420 9732.5 10099 -42.36 -42.49 -68.81 -98.1 -122.36 -152.96 -60.81 -60.85 -67.89 -74.95 -80.33 -86.64 1 367.5 680 884 1088 1292 -91.48 -71.18 -55.7 -46.51 -38.03 -30.26

1899 -31.05 -32.7 1725 -31.17 57.56

1901 -31.11 -32.74 2125 -9.52 50.67

2550 2720 3032.5 -55.99 -63.7 -79.18 -43.91 -46.84 -52.22 2525 3366 4207 9.37 40.1 58.65 43.78 29.3 14.82

3399 -99.47 -58.53 5050 5891 6732 7575 7975 8375 65.02 59.18 41.16 10.88 -7.77 -29.17 0.3 -14.18 -28.66 -43.18 -50.07 -56.96

1499 1501 1700 1725 2283 2841 3400 3958 4516 5075 5100 -23.12 -23.05 -16.88 -16.16 -2.74 5.31 8 5.32 -2.73 -16.16 -16.88

RAPT 6.2.1.3 Licensee: Demo Span 2 Span 2

Span 3

Span 3

Span 4


Locat Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear

mm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN

1 367.5 680 884 1088 1292 1499 58.53 52.22 46.84 43.33 39.81 36.3 32.74 5299 5301 5505 5709 5913 6120 6432.5 -23.05 -23.12 -30.15 -37.91 -46.38 -55.7 -71.18 -32.7 -32.74 -36.25 -39.76 -43.27 -46.84 -52.22 1 367.5 680 1089 1499 1501 1725 -152.96 -122.36 -98.1 -68.88 -42.49 -42.36 -29.17 86.64 80.33 74.95 67.91 60.85 60.81 56.96 8599 8601 9010 9420 9732.5 10099 -44.49 -44.62 -71.19 -100.72 -125.17 -155.99 -61.41 -61.45 -68.49 -75.55 -80.93 -87.24 1 367.5 680 850 1499 1501 1700 -99.47 -79.18 -63.7 -55.99 -31.11 -31.05 -24.88 58.53 52.22 46.84 43.91 32.74 32.7 29.27

1501 32.7 6799 -91.48 -58.53 2125 -7.77 50.07


1700 1725 2283 2841 3400 3958 4516 5075 5100 29.27 28.84 19.23 9.63 0 -9.61 -19.22 -28.84 -29.27

2525 3366 4207 5050 5891 6732 7575 7975 8375 10.88 41.11 59.15 65.02 58.68 40.15 9.37 -9.52 -31.17 43.18 28.7 14.22 -0.3 -14.78 -29.26 -43.78 -50.67 -57.56

1725 2450 2550 3300 3399 -24.16 -7.77 -6.22 -0.09 0 28.84 16.36 14.64 1.72 0.02


Span 1

Span 1

Span 2

Span 2

Span 3

Span 3

Span 4



1 0 -0 1 -66.85 37.39 8599 -18.16 -26.06 1 -39.2 25.08 5299 -9.88 -14.01 1 -65.55 37.13 8599 -19.07 -26.32 1 -42.63 25.08

100 -0.04 -0.74 367.5 -53.64 34.69 8601 -18.21 -26.08 367.5 -30.51 22.38 5301 -9.91 -14.03 367.5 -52.44 34.43 8601 -19.12 -26.33 367.5 -33.93 22.38

850 -2.67 -6.27 680 -43.17 32.38 9010 -29.49 -29.1 680 -23.87 20.07 5505 -12.92 -15.53 680 -42.04 32.12 9010 -30.51 -29.35 680 -27.3 20.07

950 1675 -3.33 -10.35 -7.01 -12.36 1089 1499 -30.54 -19.12 29.36 26.33 9420 9732.5 -42.04 -52.44 -32.12 -34.43 884 1088 -19.93 -16.3 18.57 17.06 5709 5913 -16.25 -19.88 -17.04 -18.55 1089 1499 -29.52 -18.21 29.1 26.08 9420 9732.5 -43.17 -53.64 -32.38 -34.69 850 1499 -23.99 -13.33 18.82 14.03

1700 1899 1901 2550 -10.66 -13.31 -13.33 -23.99 -12.55 -14.01 -14.03 -18.82 1501 1725 2125 2525 -19.07 -13.36 -4.08 4.01 26.32 24.67 21.72 18.76 10099 -65.55 -37.13 1292 1499 1501 1700 -12.97 -9.91 -9.88 -7.24 15.56 14.03 14.01 12.55 6120 6432.5 6799 -23.87 -30.51 -39.2 -20.07 -22.38 -25.08 1501 1725 2125 2525 -18.16 -12.5 -3.33 4.66 26.06 24.41 21.46 18.51 10099 -66.85 -37.39 1501 1700 1725 2450 -13.31 -10.66 -10.35 -3.33 14.01 12.55 12.36 7.01

1

kNm -800

2

2720 3032.5 -27.3 -33.93 -20.07 -22.38 3366 4207 17.18 25.13 12.56 6.35

3399 -42.63 -25.08 5050 5891 6732 7575 7975 8375 27.86 25.36 17.64 4.66 -3.33 -12.5 0.13 -6.08 -12.28 -18.51 -21.46 -24.41

1725 2283 2841 3400 3958 4516 5075 5100 -6.93 -1.18 2.27 3.43 2.28 -1.17 -6.93 -7.24 12.36 8.24 4.13 0 -4.12 -8.24 -12.36 -12.55

3366 4207 5050 5891 6732 7575 7975 8375 17.62 25.35 27.86 25.15 17.21 4.01 -4.08 -13.36 12.3 6.09 -0.13 -6.34 -12.54 -18.76 -21.72 -24.67

2550 3300 3399 -2.67 -0.04 0 6.27 0.74 0

3

4

-600 -400 -200 -0.086

-125

-79.2

-122

-71.2

-125

-122

-71.2

-79.2

-0.086

0 8

65

200

65

400 3400

13500

20300

2

3

30400mm

Moment : Column Strip 1 kN 400 300 200 100 0 -1.72 -100 -200 -300 -400

75.6

-46.8

3400


75

46.8 -75

13500

4

-46.8

20300

46.8

-75.6

30400mm

1.72



kNm -800

2


3

4

-600 -400 -200

-53.6

-0.037 -33.9

-52.4

-30.5

-53.6

-52.4

-30.5

-33.9 -0.037

0 3.43

27.9

200

27.9

400 3400

13500

20300

2

3

30400mm

Moment : Middle Strip 1 kN 400 300 200 100 0 -0.738 -100

32.4

32.1

20.1

-20.1

-32.1

4

-20.1

20.1 -32.4

-200 -300 -400 3400

13500

20300

Shear : Middle Strip Load Combinations Column Actions Col No. 1 Moment Above Moment Below Reaction Elastic Rotation Elastic Axial Shortening

Service kNm kNm kN #.# mm

Col No. 2 Moment Above Moment Below Reaction Elastic Rotation Elastic Axial Shortening



-95.76 -79.41 511.77 -4.65e-4 -0.2

Service Ultimate (Reversal) Flexure -8.72 -7.23 475.27 0 -0.2

Ultimate Ultimate Ultimate Flexure Shear Shear (Reversal) (Reversal) -180.69 32.35 4.73 -115.23 -149.84 26.83 3.92 -95.55 702.12 501.77 417.26 844.58 -1.13e-3 0 -2.27e-4 -8.1e-4 -0.3 -0.2 -0.2 -0.3



Service Ultimate Ultimate Ultimate Ultimate (Reversal) Flexure Flexure Shear Shear (Reversal) (Reversal) -4.92 111.49 -61.01 212.75 -14.42 126.39 -4.08 92.45 -50.59 176.42 -11.96 104.8 461.49 485.31 491.46 665.13 408.25 798.83 0 5.42e-4 0 1.25e-3 1.43e-4 8.28e-4 -0.2 -0.2 -0.2 -0.3 -0.2 -0.3

Service Ultimate Ultimate Ultimate Ultimate (Reversal) Flexure Flexure Shear Shear (Reversal) (Reversal) 8.6 95.64 -32.48 180.57 -4.86 115.11 7.13 79.31 -26.93 149.73 -4.03 95.45 475.19 511.69 501.68 702.04 417.17 844.5 0 4.65e-4 0 1.13e-3 2.27e-4 8.1e-4 -0.2 -0.2 -0.2 -0.3 -0.2 -0.3


-111.26 -92.26 485.32 -5.41e-4 -0.2

Service Ultimate (Reversal) Flexure 5.15 4.27 461.5 0 -0.2

Ultimate Ultimate Ultimate Flexure Shear Shear (Reversal) (Reversal) -212.52 61.24 14.65 -126.16 -176.23 50.78 12.15 -104.62 665.14 491.47 408.26 798.84 -1.25e-3 0 -1.43e-4 -8.28e-4 -0.3 -0.2 -0.2 -0.3

Ultimate 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 -61.01 -50.59 491.46 212.75 176.42 665.13 2 -180.69 -149.84 702.12 32.35 26.83 501.77 3 -32.48 -26.93 501.68 180.57 149.73 702.04 4 -212.52 -176.23 665.14 61.24 50.78 491.47

30400mm

0.738




Moment Shear Envelope - Column Strip Span 0

Span 1

Span 1

Span 2

Span 2

Span 3

Span 3

Span 4

Locat Moment Shear Reverse Moment Reverse Shear Locat Moment Shear Reverse Moment Reverse Shear Locat Moment Shear Reverse Moment Reverse Shear Locat Moment Shear Reverse Moment Reverse Shear Locat Moment Shear Reverse Moment Reverse Shear Locat Moment Shear Reverse Moment Reverse Shear Locat Moment Shear Reverse Moment Reverse Shear Locat Moment Shear Reverse Moment Reverse Shear

mm kNm kN kNm kN mm kNm kN kNm kN mm kNm kN kNm kN mm kNm kN kNm kN mm kNm kN kNm kN mm kNm kN kNm kN mm kNm kN kNm kN mm kNm kN kNm kN

1 0 -0.06 0 -0.03 1 -557.72 329.44 -231.09 143.76 7575 -14.93 -80.18 33.01 -164.78 1 -482.83 246.38 -245.18 94.21 4516 -142.12 -53.15 -57.48 -60.59 1 -641.61 346.54 -287.52 154.65 7575 11.12 -69.29 78.68 -147.68 1 -376.8 227.75 -170.69 104.96

100 -0.32 -6.38 -0.14 -2.85 367.5 -441.75 303.4 -180.68 131.33 7975 -64.85 -200.18 -32.02 -120.41 367.5 -397.3 220.35 -212.93 81.79 5075 -177.77 -74.39 -92.29 -72.37 367.5 -519.37 320.51 -233.12 142.22 7975 -24.04 -108.65 19.67 -145.25 367.5 -298.1 201.72 -134.5 92.54

850 -23.06 -54.25 -10.29 -24.22 680 -350.4 281.21 -141.3 120.74 8375 -150.03 -225.71 -71.63 -97.43 680 -331.91 198.15 -189.03 71.19 5100 -179.64 -75.34 -94.12 -73.73 680 -422.68 298.31 -190.33 131.63 8375 -94.73 -208.61 -33.08 -86.54 680 -238.53 179.52 -107.23 81.94

950 -28.8 -60.63 -12.86 -27.07 1089 -241.33 252.15 -94.75 106.87 8599 -202.19 -240.01 -94.16 -103.81 884 -292.97 183.66 -173.58 121.46 5299 -195.39 -82.9 -109.86 -84.54 1089 -306.61 269.26 -139.33 117.76 8599 -143.06 -222.9 -53.18 -92.92 850 -209.04 167.44 -93.79 76.18

1675 -89.54 -106.91 -39.98 -47.73 1499 -143.92 223.03 -53.78 92.97 8601 -202.67 -240.14 -94.37 -103.87 1088 -256.98 169.17 -150.05 109.28 5301 -195.55 -82.99 -110.03 -84.65 1499 -202.19 240.14 -93.89 103.86 8601 -143.5 -223.04 -53.36 -92.98 1499 -115.33 121.34 -51.49 54.18

1700 -92.23 -108.5 -41.18 -48.44 1501 -143.47 222.89 -53.59 92.91 9010 -306.83 -269.2 -139.69 -117.74 1292 -223.95 154.67 -129 97.09 5505 -223.32 -154.38 -128.54 -96.84 1501 -201.71 240 -93.69 103.8 9010 -240.67 -252.09 -94.23 -106.85 1501 -115.08 121.21 -51.38 54.12

1899 -115.08 -121.21 -51.38 -54.12 1725 -95.15 208.6 -33.5 86.53 9420 -423.17 -298.32 -190.81 -131.64 1499 -195.7 83.07 -110.18 84.73 5709 -256.29 -168.87 -149.54 -109.02 1725 -149.55 225.7 -71.15 97.42 9420 -350 -281.21 -140.89 -120.75 1700 -92.23 108.5 -41.18 48.44

1901 -115.33 -121.34 -51.49 -54.18 2125 -24.47 108.64 19.25 145.24 9732.5 -519.86 -320.52 -233.6 -142.23 1501 -195.53 82.98 -110.01 84.61 5913 -292.22 -183.37 -173.03 -121.21 2125 -64.37 200.17 -31.54 120.4 9732.5 -441.34 -303.41 -180.28 -131.34 1725 -89.54 106.91 -39.98 47.73

2550 -209.04 -167.44 -93.79 -76.18 2525 10.7 69.28 78.25 147.67 10099 -642.1 -346.55 -288.01 -154.66 1700 -179.77 75.42 -94.25 73.8 6120 -331.7 -198.07 -188.82 -71.12 2525 -14.46 80.17 33.48 164.78 10099 -557.31 -329.45 -230.69 -143.77 2450 -28.8 60.63 -12.86 27.07

2720 -238.53 -179.52 -107.23 -81.94 3366 58.88 45.32 180.52 98.09

3032.5 -298.1 -201.71 -134.5 -92.54 4207 86.92 21.35 240.44 44.41

3399 -376.79 -227.75 -170.69 -104.96 5050 5891 6732 94.79 79.68 42.53 -2.67 -32.19 -56.16 255.2 224.73 149.24 -9.39 -63.07 -110.98

1725 -177.9 74.47 -92.42 72.44 6432.5 -397.06 -220.27 -212.7 -81.71 3366 42.88 56.21 149.48 111.1

2283 -142.26 53.27 -57.62 60.72 6799 -482.56 -246.3 -244.92 -94.14 4207 80.07 32.24 225.06 63.19

2841 3400 3958 -121.54 -111.04 -121.47 26.76 10.83 -26.65 -29.11 -19.11 -29.03 35.72 0.04 -35.58

5050 5891 6732 95.24 87.4 59.41 2.66 -21.3 -45.27 255.65 240.97 181.15 9.38 -44.29 -97.97

2550 3300 3399 -23.06 -0.32 0 54.25 6.38 0.06 -10.29 -0.14 0 24.22 2.85 0.03

Moment Shear Envelope - Middle Strip Span 0

Span 1

Span 1

Span 2

Span 2

Span 3

Span 3

Span 4

Locat Moment Shear Reverse Moment Reverse Shear Locat Moment Shear Reverse Moment Reverse Shear Locat Moment Shear Reverse Moment Reverse Shear Locat Moment Shear Reverse Moment Reverse Shear Locat Moment Shear Reverse Moment Reverse Shear Locat Moment Shear Reverse Moment Reverse Shear Locat Moment Shear Reverse Moment Reverse Shear Locat Moment Shear Reverse Moment

mm kNm kN kNm kN mm kNm kN kNm kN mm kNm kN kNm kN mm kNm kN kNm kN mm kNm kN kNm kN mm kNm kN kNm kN mm kNm kN kNm kN mm kNm kN kNm

1

100 850 950 1675 1700 1899 0 -0.14 -9.88 -12.34 -38.37 -39.53 -49.32 -0.03 -2.74 -23.25 -25.99 -45.82 -46.5 -51.95 0 -0.06 -4.41 -5.51 -17.13 -17.65 -22.02 -0.01 -1.22 -10.38 -11.6 -20.46 -20.76 -23.19 1 367.5 680 1089 1499 1501 1725 -224.01 -173.34 -133.37 -85.54 -42.7 -42.51 -21.2 143.84 132.68 123.17 110.71 98.23 98.17 92.05 -84.03 -61.46 -43.75 -22.72 -4.07 -3.99 5.22 64.26 58.93 54.39 48.45 42.49 42.47 39.73 7975 8375 8599 8601 9010 9420 9732.5 8.34 -27.11 -48.87 -49.07 -92.63 -141.4 -182.01 -83.14 -94.09 -100.21 -100.27 -112.72 -125.2 -134.72 22.41 6.49 -2.57 -2.66 -21 -41.82 -59.33 -48.96 -39.11 -41.84 -41.87 -47.81 -53.77 -58.31 1 367.5 680 884 1088 1292 1499 -182.06 -145.41 -117.39 -100.71 -85.29 -71.13 -59.03 105.57 94.42 84.9 78.69 72.48 66.27 35.58 -80.21 -66.4 -56.16 -49.54 -39.46 -30.44 -22.38 40.36 35.04 30.49 52.04 46.82 41.59 36.3 5075 5100 5299 5301 5505 5709 5913 -51.41 -52.21 -58.96 -59.03 -70.94 -85.07 -100.47 -31.9 -32.31 -35.55 -35.58 -66.18 -72.39 -78.6 -14.77 -15.56 -22.31 -22.38 -30.32 -39.32 -49.39 -31.03 -31.61 -36.25 -36.3 -41.52 -46.74 -51.96 1 367.5 680 1089 1499 1501 1725 -233.43 -182.01 -141.4 -92.74 -49.07 -48.87 -27.11 145.87 134.72 125.2 112.75 100.27 100.21 94.09 -81.68 -59.33 -41.82 -21.04 -2.66 -2.57 6.49 63.63 58.31 53.77 47.82 41.87 41.84 39.11 7975 8375 8599 8601 9010 9420 9732.5 10.15 -21.2 -42.51 -42.7 -85.43 -133.37 -173.34 -49.21 -92.05 -98.17 -98.23 -110.68 -123.17 -132.68 28.88 5.22 -3.99 -4.07 -22.67 -43.75 -61.46 -64.9 -39.73 -42.47 -42.49 -48.44 -54.39 -58.93 1 367.5 680 850 1499 1501 1700 -161.48 -127.76 -102.23 -89.59 -49.43 -49.32 -39.53 97.61 86.45 76.94 71.76 52 51.95 46.5 -73.15 -57.64 -45.96 -40.2 -22.07 -22.02 -17.65

1901 2550 2720 3032.5 -49.43 -89.59 -102.23 -127.76 -52 -71.76 -76.94 -86.45 -22.07 -40.2 -45.96 -57.64 -23.22 -32.65 -35.12 -39.66 2125 2525 3366 4207 10.15 26.28 49.16 63.4 49.21 32.34 22.07 11.8 28.89 55.23 101.29 129.2 64.9 65.94 44.69 21.68 10099 -233.43 -145.87 -81.68 -63.63 1501 1700 1725 2283 -58.96 -52.21 -51.41 -36.14 35.55 32.31 31.9 22.81 -22.31 -15.56 -14.77 0.13 36.25 31.61 31.03 26.01 6120 6432.5 6799 -117.39 -145.41 -182.06 -84.9 -94.42 -105.57 -56.16 -66.4 -80.21 -30.49 -35.04 -40.36 2125 2525 3366 4207 8.34 28.67 51.02 64.74 83.14 31.71 21.44 11.17 22.41 49.22 96.71 126.87 48.96 67.97 44.97 24.44 10099 -224.01 -143.84 -84.03 -64.26 1725 2450 2550 3300 -38.37 -12.34 -9.88 -0.14 45.82 25.99 23.25 2.74 -17.13 -5.51 -4.41 -0.06

3399 -161.48 -97.61 -73.15 -44.98 5050 69.01 1.5 137.75 -1.38

5891 6732 64.76 51.07 -11.15 -21.42 126.92 96.8 -24.38 -44.91

7575 28.67 -31.71 49.22 -67.97

2841 3400 -27.27 -22.78 11.45 4.62 12.34 16.62 15.29 0

3958 4516 -27.26 -36.12 -11.44 -22.8 12.36 0.16 -15.26 -25.98

5050 69.01 -1.5 137.75 1.38

6732 49.2 -22.05 101.38 -44.63

3399 0 0.03 0

5891 63.42 -11.77 129.24 -21.63

7575 26.28 -32.34 55.23 -65.94



Locat Reverse Shear

mm kN

1 367.5 44.98 39.66

680 35.12

850 1499 1501 1700 1725 2450 2550 3300 3399 32.65 23.22 23.19 20.76 20.46 11.6 10.38 1.22 0.01

1

kNm -800 -600

2

-400

3

-520

-442


4 -519

-397

-441

-397

-298

-298

-200 0

-19.1

200 255

400

256

3400

13500

Moment : Column Strip Moment : Column Strip 1

Moment : Column Strip 2

1 kN 400 300 200 100 0 -100 -200 -300 -400

30400mm

20300

2

3

4 298

281 198

180

-180

-198 -281

-298 3400

13500

Shear : Column Strip Shear : Column Strip 1


1

kNm -800

30400mm

20300

2

3

4

-600 -400 -182

-173

-128

-200

-145

-182

-145

-173

-128

0 16.6

200

138

138

400 3400

13500

Moment : Middle Strip Moment : Middle Strip 1

2

123

3

-125

3400

13500

Shear : Middle Strip Shear : Middle Strip 1

4

125

84.9

-76.9

30400mm

Moment : Middle Strip 2

1 kN 400 300 200 100 0 -100 -200 -300 -400

20300

-84.9

20300

76.9

-123

30400mm

Shear : Middle Strip 2

Ultimate 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 -14.42 -11.96 408.25 126.39 104.8 798.83 2 4.73 3.92 417.26 -115.23 -95.55 844.58 3 -4.86 -4.03 417.17 115.11 95.45 844.5 4 14.65 12.15 408.26 -126.16 -104.62 798.84


Locat Moment Shear

mm kNm kN

1 0 -0.06

100 -0.32 -6.38

850 -23.06 -54.25

950 1675 1700 1899 1901 2550 2720 3032.5 3399 -28.8 -89.54 -92.23 -115.08 -115.33 -209.04 -238.53 -298.1 -376.79 -60.63 -106.91 -108.5 -121.21 -121.34 -167.44 -179.52 -201.71 -227.75


Span 1

Span 1

Span 2

Span 2

Span 3

Span 3

Span 4

Locat Reverse Moment Reverse Shear Locat Moment Shear Reverse Moment Reverse Shear Locat Moment Shear Reverse Moment Reverse Shear Locat Moment Shear Reverse Moment Reverse Shear Locat Moment Shear Reverse Moment Reverse Shear Locat Moment Shear Reverse Moment Reverse Shear Locat Moment Shear Reverse Moment Reverse Shear Locat Moment Shear Reverse Moment Reverse Shear

2011-3-17 7:44:00 Frame Description: Example 2way flat slab with drop panels Design - Car Park mm kNm kN mm kNm kN kNm kN mm kNm kN kNm kN mm kNm kN kNm kN mm kNm kN kNm kN mm kNm kN kNm kN mm kNm kN kNm kN mm kNm kN kNm kN

1 0 -0.03 1 -215.38 141.38 -560.46 330.29 7575 -8.15 -178.8 27.62 -67.69 1 -204.52 85.5 -484.79 247.29 4516 -111.67 -94.37 -87.3 -8.58 1 -267.84 151.79 -642.11 346.62 7575 29.93 -163.41 57.94 -56.35 1 -170.69 104.96 -376.8 227.75

100 -0.14 -2.85 367.5 -165.84 128.95 -444.18 304.25 7975 -69.02 -201.07 -17.5 -82.35 367.5 -175.46 73.07 -398.93 221.26 5075 -174.4 -130.05 -96.54 -24.51 367.5 -214.49 139.36 -519.85 320.58 7975 -22.12 -184.99 14.7 -71.7 367.5 -134.5 92.54 -298.1 201.72

850 -10.29 -24.22 680 -127.19 118.36 -352.57 282.06 8375 -154.55 -226.61 -52.72 -93.75 680 -154.28 62.48 -333.25 199.06 5100 -177.67 -131.65 -97.17 -25.22 680 -172.59 128.77 -423.13 298.39 8375 -101.22 -210.52 -16.26 -83.1 680 -107.23 81.94 -238.53 179.52

950 -12.86 -27.07 1089 -81.62 104.49 -243.15 253 8599 -206.92 -240.9 -74.44 -100.13 884 -139.18 54.72 -297.18 185.41 5299 -196.16 -141.51 -111.73 -33.73 1089 -122.76 114.9 -307.03 269.33 8599 -149.98 -224.81 -35.58 -89.48 850 -93.79 76.18 -209.04 167.44

1675 -39.98 -47.73 1499 -36.18 89.53 -150.84 224.94 8601 -207.4 -241.04 -74.64 -100.19 1088 -128.73 47.81 -260.83 170.92 5301 -196.44 -141.65 -111.79 -33.79 1499 -74.16 100.18 -206.92 241.03 8601 -150.43 -224.95 -35.76 -89.54 1499 -51.49 54.18 -115.33 121.34

1700 -41.18 -48.44 1501 -36 89.47 -150.39 224.81 9010 -307.25 -269.27 -123.13 -114.88 1292 -119.68 40.89 -227.44 156.43 5505 -226.81 -156.14 -119.39 -40.71 1501 -73.96 100.12 -206.44 240.89 9010 -242.49 -252.94 -81.1 -104.47 1501 -51.38 54.12 -115.08 121.21

1899 -51.38 -54.12 1725 -16.67 83.09 -101.64 210.51 9420 -423.62 -298.39 -173.08 -128.78 1499 -111.94 33.87 -196.59 141.72 5709 -260.14 -170.63 -128.4 -47.63 1725 -52.25 93.74 -154.08 226.6 9420 -352.16 -282.07 -126.79 -118.37 1700 -41.18 48.44 -92.23 108.5

1901 -51.49 -54.18 2125 14.28 71.69 -22.54 184.98 9732.5 -520.33 -320.59 -214.98 -139.37 1501 -111.87 33.81 -196.3 141.59 5913 -296.43 -185.12 -138.83 -54.54 2125 -17.03 82.34 -68.55 201.07 9732.5 -443.78 -304.26 -165.43 -128.96 1725 -39.98 47.73 -89.54 106.91

2550 -93.79 -76.18 2525 57.51 56.34 29.51 163.4 10099 -642.6 -346.63 -268.33 -151.8 1700 -97.3 25.3 -177.8 131.73 6120 -333.04 -198.98 -154.07 -62.4 2525 28.08 67.68 -7.69 178.79 10099 -560.06 -330.3 -214.97 -141.39 2450 -12.86 27.07 -28.8 60.63


2720 -107.23 -81.94 3366 94.82 32.37 144.36 109.72

3032.5 -134.5 -92.54 4207 135.51 0 190.51 64.44

3399 -170.69 -104.96 5050 156.8 -37.97 190.75 24.59

5891 6732 180.34 119.9 -78.7 -125 123.31 74.55 -12.33 -43.67

1725 -96.67 24.59 -174.53 130.13 6432.5 -398.69 -221.18 -175.23 -73 3366 74.93 43.72 120.11 125.11

2283 -87.39 8.69 -111.85 94.52 6799 -484.52 -247.21 -204.26 -85.42 4207 123.74 12.37 180.64 78.81

2841 -76.02 -12.82 -80.01 64.5

3400 3958 -68.49 -79.9 -37.84 -64.36 -68.49 -75.99 37.92 12.92

5050 191.19 -24.6 157.25 37.96

5891 191.08 -64.32 135.95 0.04

6732 145.01 -109.6 95.31 -32.32

2550 3300 3399 -10.29 -0.14 0 24.22 2.85 0.03 -23.06 -0.32 0 54.25 6.38 0.06


Span 1

Span 1

Span 2

Span 2

Span 3

Span 3

Span 4



1

100 850 950 1675 1700 1899 0 -0.14 -9.88 -12.34 -38.37 -39.53 -49.32 -0.03 -2.74 -23.25 -25.99 -45.82 -46.5 -51.95 0 -0.06 -4.41 -5.51 -17.13 -17.65 -22.02 -0.01 -1.22 -10.38 -11.6 -20.46 -20.76 -23.19 1 367.5 680 1089 1499 1501 1725 -77.3 -55.09 -37.7 -17.09 3.47 3.55 12.43 63.24 57.91 53.37 47.43 41.02 40.99 38.26 -225.19 -174.38 -134.3 -86.32 -45.67 -45.47 -23.98 144.2 133.04 123.53 111.08 99.05 98.99 92.87 7975 8375 8599 8601 9010 9420 9732.5 6.55 -29.05 -50.9 -51.1 -92.81 -141.59 -182.22 -83.53 -94.47 -100.6 -100.65 -112.75 -125.23 -134.75 28.63 14.59 5.88 5.8 -13.9 -34.22 -51.35 -32.64 -37.53 -40.26 -40.29 -46.58 -52.54 -57.08 1 367.5 680 884 1088 1292 1499 -62.79 -50.34 -41.27 -34.8 -30.32 -26.45 -23.13 36.63 31.3 26.76 23.44 20.47 17.51 14.5 -182.9 -146.11 -117.97 -102.51 -86.94 -72.63 -59.41 105.97 94.81 85.29 79.44 73.23 67.02 60.72 5075 5100 5299 5301 5505 5709 5913 -49.96 -51.36 -59.29 -59.41 -72.43 -86.72 -102.27 -55.75 -56.44 -60.66 -60.72 -66.93 -73.14 -79.35 -16.6 -16.86 -23.11 -23.14 -26.4 -30.26 -34.73 -10.52 -10.83 -14.47 -14.5 -17.46 -20.43 -23.39 1 367.5 680 1089 1499 1501 1725 -73.24 -51.35 -34.22 -13.95 5.8 5.88 14.59 62.41 57.08 52.54 46.6 40.29 40.26 37.53 -233.65 -182.22 -141.59 -92.92 -51.1 -50.9 -29.05 145.91 134.75 125.23 112.78 100.65 100.6 94.47 7975 8375 8599 8601 9010 9420 9732.5 10.97 -23.98 -45.47 -45.67 -86.21 -134.3 -174.39 -81.92 -92.87 -98.99 -99.05 -111.05 -123.53 -133.04 26.75 12.43 3.55 3.47 -17.04 -37.71 -55.09 -33.37 -38.26 -40.99 -41.02 -47.42 -53.37 -57.91 1 367.5 680 850 1499 1501 1700 -73.15 -57.64 -45.96 -40.2 -22.07 -22.02 -17.65 44.98 39.66 35.12 32.65 23.22 23.19 20.76 -161.48 -127.76 -102.23 -89.59 -49.43 -49.32 -39.53 97.61 86.45 76.94 71.76 52 51.95 46.5

1901 2550 2720 3032.5 -49.43 -89.59 -102.23 -127.76 -52 -71.76 -76.94 -86.45 -22.07 -40.2 -45.96 -57.64 -23.22 -32.65 -35.12 -39.66 2125 2525 3366 4207 26.76 46.34 64.56 84.23 33.37 26.79 16.52 2.65 10.97 34.34 85.79 107.8 81.92 72.68 49.67 30.27 10099 -233.65 -145.91 -73.24 -62.41 1501 1700 1725 2283 -23.11 -16.86 -16.6 -12.63 14.47 10.83 10.52 3.71 -59.29 -51.36 -49.96 -23.11 60.66 56.44 55.75 40.49 6120 6432.5 6799 -117.97 -146.11 -182.9 -85.29 -94.81 -105.97 -41.27 -50.34 -62.79 -26.76 -31.3 -36.63 2125 2525 3366 4207 28.63 46.9 64.76 83.45 32.64 26.36 16.09 2.66 6.55 31.57 84.12 107.84 83.53 73.98 50.98 31.13 10099 -225.19 -144.2 -77.3 -63.24 1725 2450 2550 3300 -17.13 -5.51 -4.41 -0.06 20.46 11.6 10.38 1.22 -38.37 -12.34 -9.88 -0.14 45.82 25.99 23.25 2.74

3399 -161.48 -97.61 -73.15 -44.98 5050 5891 95.58 107.9 -13.62 -31.08 110.13 83.46 13.19 -2.63

6732 84.22 -50.92 64.79 -16.07

7575 31.58 -73.98 46.91 -26.36

2841 3400 3958 -7.76 -4.55 -9.45 -5.51 -16.24 -27.6 -9.47 -6.51 -7.77 27.63 16.24 5.52

4516 -23.07 -40.46 -12.62 -3.69

5050 5891 110.13 107.86 -13.19 -30.21 95.58 84.23 13.62 -2.63

7575 34.34 -72.68 46.34 -26.79

3399 0 0.01 0 0.03

6732 85.89 -49.62 64.59 -16.5



kNm -800 -600

2

-400

3

-520

-444

Page 28/79 License No.: 4

-520 -399

-444

-399

-298

-298

-200 0

-68.5

200

191

191

400 3400

13500



1 kN 400 300 200 100 0 -100 -200 -300 -400

30400mm

20300

2

3

4 298

282 199

180

-180

-199 -282

-298 3400

13500



1

kNm -800

30400mm

20300

2

3

4

-600 -400 -182

-174

-128

-200

-146

0

-182

-146

-174

-128

-4.55

200

110

110

400 3400

13500

Moment : Middle Strip Moment : Middle Strip 1


1 kN 400 300 200 100 0 -100 -200 -300 -400

2

124

3

13500


76.9

-85.3

-125

3400

4

125

85.3

-76.9

30400mm

20300

-124

30400mm

20300


Service 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 -4.92 -4.08 461.49 111.49 92.45 485.31 2 -95.76 -79.41 511.77 -8.72 -7.23 475.27 3 8.6 7.13 475.19 95.64 79.31 511.69 4 -111.26 -92.26 485.32 5.15 4.27 461.5


Locat Moment Shear Reverse Moment Reverse Shear Span 1 Locat Moment Shear

mm 1 100 kNm 3.42 3.37 kN -0 -0.93 kNm 3.42 3.43 kN 0 0.27 mm 1 367.5 kNm -236.91 -158.23 kN 223.8 205.57

850 950 0.05 -0.79 -7.93 -8.86 4.4 4.65 2.31 2.59 680 1089 -96.41 -22.85 190.03 169.7

1675 -9.67 -15.63 7.24 4.56 1499 42.55 149.31

1700 -10.09 -19.59 7.33 0.9 1501 -27.37 148.93

1899 -20.27 -82.75 1.47 -59.85 1725 -2.43 73.78

1901 2550 2720 45.42 -18.99 -39.32 -83.11 -115.38 -123.84 67.2 20.2 5.27 -60.2 -84.65 -91.05 2125 2525 3366 8.42 5.71 1.93 -7.5 -6.04 -2.95

3032.5 -80.45 -139.37 -25.03 -102.82 4207 0.74 0.13

3399 -134.87 -157.6 -65.24 -116.63 5050 5891 6732 7575 2.16 4.87 9.3 16.34 3.23 3.72 6.81 9.9


Span 1

Span 2

Span 2

Span 3

Span 3

Span 4

Locat Reverse Moment Reverse Shear Locat Moment Shear Reverse Moment Reverse Shear Locat Moment Shear Reverse Moment Reverse Shear Locat Moment Shear Reverse Moment Reverse Shear Locat Moment Shear Reverse Moment Reverse Shear Locat Moment Shear Reverse Moment Reverse Shear Locat Moment Shear Reverse Moment Reverse Shear

2011-3-17 7:44:17 Frame Description: Example 2way flat slab with drop panels Design - Car Park mm kNm kN mm kNm kN kNm kN mm kNm kN kNm kN mm kNm kN kNm kN mm kNm kN kNm kN mm kNm kN kNm kN mm kNm kN kNm kN

1 367.5 680 1089 1499 -125.55 -69.12 -25 27.18 73.17 160.87 147.06 135.29 119.88 104.44 7975 8375 8599 8601 9010 15.28 -1.56 -30.19 39.7 -32.27 -26.43 -90.25 -165.4 -165.79 -186.12 28.65 27.58 9.37 79.36 28 -2.09 -45.04 -117.49 -117.85 -133.26 1 367.5 680 884 1088 -169.18 -111.57 -67.72 -41.72 -17.78 166.31 148.09 132.55 122.4 112.26 -82.7 -44.32 -15.59 1.94 22.34 111.63 97.82 86.05 105.05 94.91 5075 5100 5299 5301 5505 -36.34 -36.35 -43.15 23.24 4.54 1.78 -3.54 -64.85 -65.2 -101.9 -0.54 -0.7 -9.1 57.28 41.07 -4.7 -10.32 -74.03 -74.4 -84.55 1 367.5 680 1089 1499 -263.97 -179.26 -112.3 -32 40.15 240.26 222.04 206.5 186.16 165.77 -138.99 -77.65 -29.34 28.33 79.81 174.27 160.47 148.69 133.29 117.84 7975 8375 8599 8601 9010 8.67 -2.02 -26.97 42.93 -22.3 8.06 -73.81 -148.94 -149.32 -169.66 26.66 18.76 3.56 73.55 27.68 -22.07 -31.66 -104.09 -104.45 -119.86 1 367.5 680 850 1499 -134.92 -80.5 -39.37 -19.04 45.38 157.6 139.37 123.84 115.38 83.11 -65.29 -25.07 5.22 20.15 67.16 116.63 102.82 91.05 84.65 60.2


1501 1725 2125 2525 3366 4207 3.16 18.36 26.4 34.78 48.33 57.25 104.08 31.63 22.63 19.27 14.13 7.08 9420 9732.5 10099 -112.76 -179.72 -264.44 -206.51 -222.05 -240.27 -29.8 -78.11 -139.45 -148.71 -160.48 -174.28 1292 1499 1501 1700 1725 2283 4.09 23.11 -43.28 -36.47 -36.46 -36.78 102.12 65.27 64.92 3.61 -1.71 0.55 40.66 57.15 -9.23 -0.82 -0.66 2.08 84.76 74.47 74.1 10.39 4.77 8.98 5709 5913 6120 6432.5 6799 -17.28 -41.17 -67.53 -111.36 -168.94 -112.04 -122.18 -132.48 -148.02 -166.24 22.79 2.43 -15.39 -44.1 -82.46 -94.69 -104.83 -85.98 -97.75 -111.56 1501 1725 2125 2525 3366 4207 -29.72 -1.09 15.62 16.47 9.08 4.43 165.39 90.26 25.85 -10.4 -7.16 -3.91 9.84 28.05 28.99 35.98 48.19 56.81 117.48 45.05 1.51 17.97 11.08 6.88 9420 9732.5 10099 -96.04 -157.86 -236.54 -190.05 -205.58 -223.81 -24.63 -68.75 -125.18 -135.3 -147.07 -160.88 1501 1700 1725 2450 2550 3300 -20.29 -10.11 -9.69 -0.8 0.04 3.37 82.75 19.61 15.65 8.88 7.94 0.93 1.44 7.31 7.22 4.64 4.4 3.43 59.85 -0.88 -4.54 -2.57 -2.3 -0.27

5050 5891 6732 7575 60.23 57.28 48.45 35.86 0.01 -7.04 -11.4 -18.47

2841 3400 3958 4516 -35.85 -33.65 -35.81 -36.71 2.81 5.07 -2.74 -0.48 5.85 7.12 5.89 2.17 4.51 0.04 -4.43 -8.9

5050 5891 6732 7575 1.63 0.27 1.64 5.76 -3.24 0 3.26 6.51 59.7 56.79 48.07 34.84 -0.03 -6.91 -13.8 -18.79

3399 3.42 0 3.42 -0


Span 1

Span 1

Span 2

Span 2

Span 3

Span 3

Span 4



1 2.31 -0 2.31 -0 1 -68.74 98.42 -21.01 71.45 8375 -12.95 -21.98 -0.46 -2.61 1 -48.7 71.07 -11.63 47.64 5100 -11.96 -3.36 3.31 -6.27 1 -72.63 100.07 -19.07 71.79 8375 -10.69 -21.18 -1.79 -3.12 1 -40.66 67.36 -10.82 49.8

100 2.28 -0.61 2.31 -0.1 367.5 -46.8 32.5 -8.62 7.43 8599 -18.03 -23.37 -1.07 -2.84 367.5 -34.46 24.45 -5.64 2.91 5299 -12.65 -3.51 1.95 -7.44 367.5 -50.15 33.31 -6.6 6.92 8599 -15.59 -22.57 -2.51 -3.35 367.5 -27.58 21.54 -3.83 5.87

850 0.09 -5.22 1.96 -0.83 680 -37.08 29.76 -6.47 6.3 8601 -18.08 -23.38 -1.08 -2.84 680 -27.23 21.81 -4.89 1.88 5301 -12.65 -3.51 1.93 -7.45 680 -40.17 30.57 -4.62 5.79 8601 -15.64 -22.58 -2.52 -3.35 680 -21.27 18.82 -2.16 4.77

950 -0.46 -5.83 1.87 -0.93 1089 -25.63 26.18 -4.19 4.83 9010 -28.37 -26.97 -2.54 -4.32 884 -22.96 20.09 -4.25 12.65 5505 -15.42 -16.61 0.24 -9.18 1089 -28.4 26.98 -2.55 4.32 9010 -25.61 -26.17 -4.19 -4.83 850 -18.2 17.33 -1.4 4.16

1675 1700 -6.3 -6.56 -10.29 -10.44 0.94 0.9 -1.63 -1.66 1499 1501 -15.64 -15.59 22.58 22.57 -2.52 -2.51 3.35 3.35 9420 9732.5 -40.17 -50.15 -30.57 -33.31 -4.62 -6.6 -5.79 -6.92 1088 1292 -19.04 -15.47 18.36 16.64 -1.84 0.21 10.93 9.2 5709 5913 -18.98 -22.9 -18.34 -20.06 -1.81 -4.21 -10.9 -12.63 1499 1501 -18.08 -18.03 23.39 23.37 -1.08 -1.07 2.84 2.84 9420 9732.5 -37.08 -46.81 -29.77 -32.51 -6.47 -8.62 -6.3 -7.43 1499 1501 -8.79 -8.76 11.68 11.66 0.55 0.55 1.86 1.85

1899 1901 2550 2720 3032.5 -8.76 -8.79 -18.2 -21.27 -27.58 -11.66 -11.68 -17.33 -18.82 -21.54 0.55 0.55 -1.4 -2.16 -3.82 -1.85 -1.86 -4.16 -4.76 -5.87 1725 2125 2525 3366 4207 -10.69 -4.25 -2.8 -0.3 1.47 21.18 3.82 3.41 2.54 1.68 -1.79 3.46 9.66 19.58 25.69 3.12 16.73 14.25 9.86 4.65 10099 -72.63 -100.07 -19.07 -71.79 1499 1501 1700 1725 2283 -12.65 -12.65 -11.96 -11.88 -10.12 3.51 3.51 3.36 3.35 2.95 1.93 1.95 3.31 3.47 6.54 7.45 7.44 6.27 6.12 6.56 6120 6432.5 6799 -27.23 -34.46 -48.7 -21.81 -24.45 -71.07 -4.89 -5.64 -11.63 -1.88 -2.91 -47.64 1725 2125 2525 3366 4207 -12.95 -4.65 -1.13 0.94 2.28 21.98 19.51 2.9 2.03 1.17 -0.46 1.08 7.23 17.7 24.73 2.61 9.07 15.05 9.84 5.79 10099 -68.74 -98.42 -21.02 -71.45 1700 1725 2450 2550 3300 -6.56 -6.3 -0.46 0.09 2.28 10.44 10.29 5.83 5.22 0.61 0.9 0.94 1.87 1.96 2.31 1.66 1.63 0.93 0.83 0.1

3399 -40.66 -67.36 -10.81 -49.8 5050 2.52 0.81 27.41 -0.57

5891 2.28 -1.16 24.74 -5.78

6732 7575 7975 0.94 -1.13 -4.65 -2.03 -2.9 -19.5 17.72 7.23 1.08 -9.83 -15.05 -9.07

2841 3400 -8.59 -7.27 2.55 2.16 9.28 10.2 3.28 -0

3958 4516 5075 -8.58 -10.12 -11.88 -2.55 -2.95 -3.35 9.29 6.54 3.47 -3.28 -6.56 -6.12

5050 5891 6732 7575 7975 2.52 1.48 -0.3 -2.8 -4.25 -0.81 -1.68 -2.54 -3.41 -3.82 27.41 25.7 19.6 9.66 3.46 0.57 -4.64 -9.85 -14.25 -16.73

3399 2.31 0 2.31 0



kNm -800

2


3

4

-600 -400 -200

-180

-158

-80.5

-112

-179

-111

-158

-80.5

0 7.12

60.2

200

59.7

400 3400

13500



1 kN 400 300 200 100 0 -100 -200 -300 -400

2

190

3

206 124

-124

-132

-207 13500


-190 30400mm

20300


1

kNm -800

4

133

3400

30400mm

20300

2

3

4

-600 -400 -200

-50.1

-46.8

-27.6

-34.5

-50.2

-34.5

-46.8

-27.6

0 10.2

27.4

200

27.4

400 3400

13500

Moment : Middle Strip Moment : Middle Strip 1 1 kN 400 300 200 100 0 -100 -200 -300 -400

20300


2

29.8

3

-30.6

3400

13500


4

30.6

21.8

-18.8

30400mm

-21.8

18.8 -29.8

20300

30400mm


Transfer Prestress Total Panel Column Moments And Reactions Col Moment Moment Reaction No. Above Below kNm kNm kN 1 31.8 26.37 399 2 -30.72 -25.48 416.96 3 30.58 25.36 416.87 4 -31.55 -26.16 399.01


Locat Moment Shear Span 1 Locat Moment Shear Span 1 Locat Moment

mm 1 100 850 kNm 3.83 3.87 6.31 kN 0 0.69 5.83 mm 1 367.5 680 kNm -103.09 -46.81 -2.82 kN 160.47 146.66 134.89 mm 8375 8599 8601 kNm 36.17 18.19 96.65

950 1675 1700 1899 1901 6.92 13.45 13.71 8.5 82.15 6.51 11.48 7.48 -59.82 -60.2 1089 1499 1501 1725 2125 49.2 95.03 16.53 30.75 24.53 119.48 104.04 103.64 23.3 -21.94 9010 9420 9732.5 10099 44.07 -14.96 -64.2 -126.64

2550 35.15 -84.65 2525 16.39 -18.76

2720 3032.5 3399 20.22 -10.07 -50.29 -91.05 -102.82 -116.63 3366 4207 5050 5891 6732 7575 7975 3.42 -3.94 -5.69 -1.8 7.69 22.84 32 -12.09 -5.41 1.28 7.95 14.63 21.32 24.49

Span 1 Span 2

Span 2

Span 3

Span 3

Span 4

Locat Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear

mm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN

8375 8599 -40.11 -120.45 1 367.5 -74.35 -34.12 116.67 102.86 5100 5299 -10.7 -15.86 7.94 -59.78 1 367.5 -126.12 -63.68 177.26 163.46 8375 8599 31.21 16.99 -23.33 -103.65 1 367.5 -50.34 -10.13 116.63 102.82

8601 -120.85 680 -3.82 91.09 5301 58.3 -60.16 680 -14.44 151.69 8601 95.46 -104.05 680 20.17 91.05

9010 9420 9732.5 10099 -136.25 -151.7 -163.47 -177.28 884 1088 1292 1499 1501 1700 1725 2283 2841 3400 13.98 30.21 44.87 58.15 -16.01 -10.83 -11.13 -17.5 -21.31 -22.57 83.4 75.72 68.04 60.24 59.86 -7.86 -13.71 -9.13 -4.55 0.04 5505 5709 5913 6120 6432.5 6799 45.24 30.62 14.43 -3.6 -33.88 -74.08 -67.84 -75.53 -83.21 -91.01 -102.78 -116.59 1089 1499 1501 1725 2125 2525 3366 4207 5050 5891 44.45 97.16 18.72 36.7 32.39 22.98 7.46 -2.3 -6.29 -4.49 136.28 120.83 120.44 40.11 -25.15 -21.89 -15.03 -8.17 -1.29 5.57 9010 9420 9732.5 10099 49.75 -2.39 -46.39 -102.67 -119.46 -134.9 -146.67 -160.48 850 1499 1501 1700 1725 2450 2550 3300 3399 35.1 82.1 8.48 13.69 13.43 6.92 6.3 3.86 3.83 84.65 60.2 59.82 -7.45 -11.46 -6.5 -5.81 -0.68 -0

3958 4516 5075 -21.27 -17.42 -10.99 4.62 9.2 13.79

6732 7575 7975 3.08 16.45 24.82 12.43 19.3 22.56


Span 1

Span 1

Span 2

Span 2

Span 3

Span 3

Span 4



1 100 850 950 1675 1700 2.57 2.57 2.73 2.77 3.18 3.2 0 0.04 0.37 0.41 0.73 0.74 1 367.5 680 1089 1499 1501 -8.24 2.77 2.97 2.91 2.49 2.49 71.6 0.98 0.3 -0.59 -1.48 -1.48 9420 9732.5 10099 2.22 1.96 -9.4 -0.48 -1.16 -72.71 1 367.5 680 884 1088 1292 -5.57 0.04 0.17 0.15 0.06 -0.11 49.77 0.69 0.12 -0.26 -0.64 -1.01 5709 5913 6120 6432.5 6799 0.06 0.15 0.16 0.04 -5.58 0.64 0.27 -0.12 -0.69 -49.77 1 367.5 680 1089 1499 1501 -9.4 1.96 2.21 2.23 1.87 1.87 72.71 1.16 0.48 -0.41 -1.31 -1.31 9420 9732.5 10099 2.97 2.77 -8.24 -0.3 -0.99 -71.6 1 367.5 680 850 1499 1501 -2.93 2.91 3.31 3.44 3.35 3.35 49.78 1.6 0.93 0.57 -0.82 -0.82

1899 3.35 0.82 1725 2.16 -1.4

2550 3.44 -0.57 2525 1.17 -1.08

2720 3032.5 3399 3.31 2.92 -2.93 -0.93 -1.6 -49.78 3366 4207 5050 5891 6732 7575 7975 8375 8599 8601 9010 0.4 -0.09 -0.3 -0.24 0.11 0.74 1.13 1.59 1.87 1.87 2.23 -0.75 -0.42 -0.09 0.24 0.58 0.91 1.07 1.22 1.31 1.31 0.42

1499 1501 1700 1725 2283 2841 3400 3958 4516 5075 5100 5299 5301 5505 -0.36 -0.36 -0.62 -0.65 -1.23 -1.57 -1.68 -1.57 -1.23 -0.65 -0.62 -0.36 -0.36 -0.11 -1.39 -1.39 -1.25 -1.23 -0.82 -0.41 -0 0.41 0.82 1.23 1.25 1.39 1.39 1.02

1725 2125 2525 3366 4207 5050 5891 6732 7575 7975 8375 8599 8601 9010 1.59 1.13 0.74 0.11 -0.23 -0.3 -0.09 0.4 1.17 1.64 2.16 2.49 2.49 2.91 -1.22 -1.06 -0.91 -0.58 -0.25 0.09 0.42 0.75 1.08 1.24 1.4 1.48 1.48 0.59

1700 1725 2450 2550 3300 3399 3.2 3.18 2.77 2.73 2.57 2.57 -0.74 -0.73 -0.41 -0.37 -0.04 -0

1

kNm -800

1901 3.36 0.82 2125 1.64 -1.24

2

3

4

-600 -400 -200

-64.2

-46.8

3.87 -10.1

0

-34.1

-63.7

-33.9 -22.6

-5.69

-46.4

-10.1

-6.29

200 400 3400

13500

20300

2

3

13500

20300

30400mm

Moment : Column Strip 1 kN 400 300 200 100 0.686 0 -100 -200 -300 -400

4

135

-91

3400


-152

30400mm

3.86

Example Flat Slab Design - Car

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