Example Flat Slab Design - Car

Frame Description: Example 2way flat slab with drop panels Design - Car ParkC:\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.: RAPT 6.2.1.3 Licensee: Demo 2011-3-17 7:40:31 Frame Description: Example 2way flat slab with drop panels Design - Car Park Page 3/79 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 3 155.43 33.3 115 42.8 118.5 108.3 26.8 53.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 .5 20 80.6 0.7 37.5 3 20 25 20 153.3 155.3 192.# 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 .3 1 1 20 25 20 153.8 73.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 # # # #.5 0.3 155.09 33.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 #.5 RC 225 155.8 37.43 33.Jacking Sequence Stage Proportion of Stressing Concrete Jacking force Time in Strength applied at this days stage % #.# LC 100.7 115 76.3 Licensee: Demo 2011-3-17 7:40:40 Frame Description: Example 2way flat slab with drop panels Design .8 192.43 92 2 225 192.5 192.5 0.8 151.8 153.RAPT 6.487 2 20 25 20 155.2 95 104.Details Reverse Curve at Left Anchorage Y/N N Reverse Curve at Right Anchorage Y/N N % 85 Percentage Jacking Force Page 4/79 License No.3 1 Tendon 1 : Middle Strip .7 3 225 192.8 53.8 37.423 7 75 55.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 225 115 188.386 22 0 0 0 0 0 0 Tendon 1 : Middle Strip .05 92.2 95 104.8 136.74 33.8 100 112.7 76.9 47.03 92.3 136.4 100 112.# MPa 25 2.2.1.74 33.3 188.6 106.487 RC 20 100.3 103.1 100 112.: .8 41.6 Tendon 1 : Column Strip .3 103.43 92.3 42.5 3 225 192.3 155.6 RC 225 188.3 155.7 153.9 192.7 92.6 2 225 192.6 1 225 155.6 Tendon 1 : Middle Strip .8 192.3 38 192.8 192.5 80.Car Park 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 225 115 155.4 100 112.6 1 225 188.8 192. Car Park Page 5/79 License No.1 -52.2.6 8600 10100 mm -76.4/12.5 6800 mm -38.5 3275 4162.9 mm 0 1500 1746.5 Tendon 1 : Middle Strip .4 1942.5 3672.1 6427.4/12.9 5509.9 -38.423 7 75 55.9 mm 0 233.: Tendon 1 : Middle Strip .6 6800 185 150 120 110 110 120 150 185 0 918.9 -57.4 9783.8 8225.1 5828.1 mm 0 224.9 -38.8 -43.9 -45 -85.5 -76.5 1 : Column Strip .4 -81.7 4590.6 -76.3 .1 6427.1.8 -45 -38.4/12.386 22 0 0 0 0 0 0 Tendon 1 : Column Strip .6 3400 mm -76.5 6825 7712.3 3400 5053.7 5017.2 1836.4 mm 0 1500 1726.# MPa 25 2.3 Licensee: Demo 2011-3-17 7:40:48 Frame Description: Example 2way flat slab with drop panels Design .3 -44.3 7345.5 3275 4162.8 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 Locat Height Locat Height Locat Height Locat Height Locat Height mm Tendon 100 mm 0 3175.5 8263.1 -119.1 mm 0 312.2 10100 mm -43.3 5283.9 mm 0 316.5 5050 5937.3 .4 2754.2 -200.4 2754.9 mm 0 1500 1927.7 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 0 850 1700 2550 3400 115 110 125 150 180 0 918.2 1836.7 4590.Gross Extension: 231.5 6825 7712.Gross Extension: 229.4 -118.1 3400 mm -119.5 3672.5 8600 10100 mm -38.4 -38.9 -44.4 -76.3 10100 mm -38.8 5082.1 -48.5 5050 5937.7 4857.5 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 Locat Height Locat Height Locat Height Locat Height Locat Height mm 0 1673.3 3885.5 8263.1 -43.5 -81.2 .3 7345.RAPT 6.9 5509.8 -200 -49 -38.8 10100 180 135 90 60 35 25 25 40 60 95 140 185 0 971.4 1900 3400 mm -119.4 -76.9 -38.6 -90.8mm .4 -76.7 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 2387.6 9787.7 5300 6800 mm -38.4 -76.5 4815 8174.4 -90.9 3400 mm -43.5 -48.3 -199.5 3400 6566.5 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 2387.6 -119.6 9181.9 -38.Jacking Sequence Stage Proportion of Stressing Concrete Jacking force Time in Strength applied at this days stage % #.4mm .9 2914.7 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 .9 -49 -200 -52.4 mm 0 1500 1872.6 9181.9 -57 -38. # #.3 Licensee: Demo mm Tendon 100 2011-3-17 7:40:57 Frame Description: Example 2way flat slab with drop panels Design .4/12.# #.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 .RAPT 6.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 .: 1 : Middle Strip .2 .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 .# Y/N Y/N Support Reinforcement 300 124 0 N N Span Reinforcement 300 124 0 0 N N Column Strip .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 #.1.Car Park Page 6/79 License No.2. 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 .Consider Transverse Beams Flexural Critical Section .#.# Time of Loading in days 10 #.8 #.Car Park Page 7/79 License No.68 #.# 0 Y/N Y #.4 Y/N Y Y/N Y #.: Middle Strip .# Total Deflection Warning Limit .# 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 #.3 Licensee: Demo 2011-3-17 7:41:06 Frame Description: Example 2way flat slab with drop panels Design .Maximum Deflection 25 #.# -1 #. 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.# -1 mm 25 mm 40 List Program Default Y/N N List Calculated List Top of Fitment List Code Default Maximum Service Stress Change .76 MPa Concrete Strength at Time of Loading 21.# Y/N Y/N Y/N Y/N 1 Y Y Y N 30400mm .# Age Adjustment Factor 0.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 #.2.# 0.Reinforced Sections MPa 0 % Relative Humidity 50 C.#.1.Prestressed Sections MPa 150 Maximum Service Stress Change .# Incremental Deflection Warning Limit .Maximum Span/Deflection 250 mm Incremental Deflection Warning Limit .Maximum Deflection 25 #.RAPT 6.# 1 #.## x M* Flexural Critical Section .## x (Fc)n #.# 1 #.# Maximum Value of Ieff/Igross for Deflection Calculations 0.Maximum Span/Deflection 250 mm Total Deflection Warning Limit .# 0.7 #.6 #.# 1 #.# 0. 9 3.4 2.3 Licensee: Demo 2011-3-17 7:41:14 Frame Description: Example 2way flat slab with drop panels Design .# 1/m mm 2 19 70 0.29 0.5 0.1.6 6.8 0.8 0.62 1018.8 32919.79 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 .2.95e5 2200 2 0.5 0.8 32919.05e5 Normal 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 2.4 2.2 31754.14 2.07 0.7 100.1 184 85 87.003 0.58 7857.47 16292.257e5 9.003 Prestress Strand Diameter Area Breaking 0.5 113 201 314 452 616 804 1020 1260 Bar Bar Inertia Weight mm4 kg/m 491.Car Park 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 Page 8/79 License No.29 1.31 82481.39 3.43 6.2 0.025 2500 3 19 70 0.4 2.89 3218.06 1.025 2500 4 19 70 0.2% Proof 1% Breaking Elastic Plastic Basic Weight Set as Description Load Stress Stress Strain Modulus Modulus Relaxation default 12.05 540 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 29443.1 7.7 35263.6 3.Curve B Radius # mm mm mm mm #.2 0.79 5.2 850 850 3.83 51492.86 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 .: 32 40 37.8 0.55 30184 4.RAPT 6.07 2447 2447 29443.2 0.4 2.99 1.22 45. 72e10 7.2e6 2. Output Warning:SUPPORT Reinforcing Bar Spacing There have been problems in determining a bar size to satisfy the design spacing requirements.78e9 1.6e5 1.81e10 mm2 Area 2.72e10 1.2e6 2.72e10 7.85e6 Area 2.76e9 Area Below mm2 1.59e9 3.2e6 2.72e10 1.81e10 mm2 Area 2.2e6 2.: 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.72e10 1.72e10 1.6e5 3 1.76e9 3.2e6 Span 3 Length mm 400 1100 7100 1100 400 Inertia mm4 1.85e6 Column Members Col Area No.2e6 2.85e6 2.72e10 7.81e10 1.2e6 2.59e9 3.59e9 .6e5 1.81e10 1.59e9 3.2e6 2.76e9 3.81e10 mm2 Area 2.76e9 3.2e6 1.85e6 2.2e6 1.81e10 1.1.Car Park Page 9/79 License No.78e9 1.81e10 mm2 1.2. See Detailed Reinforcement Design Comments.6e5 Inertia Below mm4 3.2e6 2.2e6 1.RAPT 6.72e10 7.2e6 Span 1 Length mm 400 1100 7100 1100 400 Inertia mm4 1. Above # mm2 1 1.81e10 1.6e5 2 1.78e9 1.2e6 Span 4 Length mm 400 1100 1900 Inertia mm4 1.85e6 2. Frame Properties Span 0 Length mm 1900 1100 400 Inertia mm4 7.2e6 1.78e9 1.6e5 Inertia Above mm4 3. Warning:SPAN Reinforcing Bar spacing There have been problems in determining a bar size to satisfy the design spacing requirements.2e6 Span 2 Length mm 400 1100 3800 1100 400 Inertia mm4 1.78e9 mm2 Area 2.6e5 1. See Detailed Reinforcement Design Comments.6e5 4 1.3 Licensee: Demo 2011-3-17 7:41:23 Frame Description: Example 2way flat slab with drop panels Design . 0059 0.85 1415.61 Total kN 1383.12 130.37 132.2 -32.54 117.17 1414.89 1625.82 119.17 1483.95 137.39 1529.63 128.4 -187 -173.2 -32.1 131.5 680 1089 1499 1501 1725 2125 2525 3366 4207 5050 5891 6732 Transfer Strand kN 131.26 1572.7 -69.08 1414.15 134.19 1583.28 121.47 120.7 -69.96 Service Strand kN 120.0002 -0.# Slope 0 0 0 0 0 0 0 -0.0025 0.99 1586.43 123.2 -37.44 1611.32 1421.67 1411.48 1566.3 -57.85 1450.0214 0.79 128.85 115.64 132.96 130.25 1588.76 119.81 1423.98 130.98 1581.7 -69.07 1435.43 117.65 119.8 1437.17 132.7 -69.7 -69.7 -69.1 -37.01 Total kN 1517.7 -69.2 -32.1 1586.26 1428.12 1544.85 120.41 129.24 119.7 -69.2 -32.93 118.5 680 884 1088 1292 1499 1501 1700 1725 2283 2841 3400 3958 Transfer Strand kN 131.75 1470.89 120.97 1433.51 119.81 133.56 1531.15 1483.4 1580.55 1423.38 117.95 1543.2 -95.0214 -0.66 1408.12 118.5 10099 Transfer Strand kN 134.5 -69.58 1457.04 122.2 -32.2 -174 -187.63 119.46 117.7 -184.15 1391.93 132.2 -32.94 #.78 129.0674 -0.53 126.9 -100.19 Total kN 1572.21 118.58 1554.57 118.58 130.3 118.2 -32.97 1483.77 114.07 118.2 -32.95 131.2.26 1595.6 1542.39 118.34 131.9 -98.16 138.0772 -0.5 1400.27 1367.58 Total kN 1447.16 1418.0059 0.03 137.91 1559.46 131.97 114.6 Service Strand kN 121.72 117.89 117.24 1564.7 -69.3 #.7 -69.7 -69.93 113.27 1644.86 113.0421 0.74 1595.28 1536.Car Park Page 10/79 License No.56 1630.3 -36.52 134.73 129.96 116.17 1583.# Slope 0.0288 0.2 -32.76 131.24 120.07 1545.58 123.74 1597.77 1611.89 1632.0469 -0.7 -100.93 1574.92 114.21 131.2 -32.3 116.04 -0.51 1580.97 Total kN 1632.39 1432.74 130.96 132.01 113.86 Total kN 1429.72 1470.11 1365.57 130.0349 -0.99 1646.26 133.2 Locat mm 7575 7975 8375 8599 8601 9010 9420 9732.72 131.9 1658.07 115.7 -162.2 -32.045 0.51 128.2 -32.4 -69.17 1576.47 119.1 -163.0265 -0.08 118.8mm .83 1536.14 1391.3 Licensee: Demo 2011-3-17 7:41:32 Frame Description: Example 2way flat slab with drop panels Design .7 Span 4 Locat mm 1 367.7 -69.04 116.0556 0.7 -69.08 1420.8 114.0002 0 0 0 0 0 mm Height -125 -100.44 119.62 129.73 132 131.51 1583.49 136.4 1367.95 1530.46 129.42 116.31 1374.2 Span 3 Locat mm 1 367.12 1428.2 Span 2 Locat mm 1 367.58 127.77 128.3 138.56 1410.: Prestress Tendon Forces Tendon 1 : Column Strip .3 .55 121.2 -32.9 1384.84 130.27 121.7 -98.88 Service Strand kN 119.07 1414.04 0.94 118.7 -73.73 134.58 1392.2 -32.4 1571.55 127.01 1377.2 -32.84 1557.72 130.61 118.7 -69.3 -66.8 -66.71 120.41 131.89 117.3 -32.06 135.16 1421.66 128.01 131.2 -32.7 -69.17 1442.04 127.32 128 Total kN 1583.74 1367.6 -183.7 -69.52 1469.45 1421.7 -74.91 Total kN 1583.0002 -0.# Slope 0 0 0 0 0 -0.59 1469.77 1553.69 1566.12 132.32 #.75 Total kN 1452.9 -110 .99 129.5 3399 Transfer Strand kN 126.69 1578.03 119.2 -37.8 -100.62 127.7 -69.7 1626.6 123.0552 -0.65 117.0239 0.41 1565.47 1571.66 1658.12 1411.07 131.75 1608.62 113.05 1426.34 114.23 1378.34 118.61 116.0144 mm Height -32.49 126.92 132.57 1423.0002 -0.31 118.22 1420.15 1366.68 115.62 1443.57 1568.4 -37.32 1420.1.26 117.4 1593.5 680 1089 1499 1501 1725 2125 2525 3366 4207 5050 5891 6732 Transfer Strand kN 131.0146 0.67 118.2 -32.03 119.66 1429.0421 -0.0239 -0.7 Span 0 Locat mm 1 100 850 950 1675 1700 1899 1901 2550 2720 3032.51 1592.33 1433.9 1571.04 1394.# Slope 0.25 131.69 1448.7 Span 1 Locat mm 1 367.0289 -0.07 1597.19 137.22 1576.78 118.5 6799 Transfer Strand kN 128.49 1543.0002 0 0 0 0 0 mm Height -110 -109.33 137.19 119.16 1558.2 1457.49 1591.45 126.62 1411.25 131.76 1427.89 120.4 1555.045 -0.2 -32.64 120.# Slope 0.7 -73.79 1356.91 1568.23 1482.59 Service Strand kN 120.045 -0.4 1554.22 138.72 120.79 134.01 1588.43 1518.63 122.8 -74.81 1569.6 119.01 1592.45 #.25 1428.82 135.48 122.93 1659.41 1531.5 680 850 1499 1501 1700 1725 2450 2550 3300 3399 Transfer Strand kN 130.05 1375.# Slope 0 0.4/12.34 117.53 1527.97 131.34 1644.16 Total kN 1354.46 130.7 1442.34 1436.7 -69.7 -69.42 1422.94 114.43 1393.36 1452.0649 -0.52 1428.85 1518.0002 0 0 0 0 0 0 0 mm Height -57.04 -0.59 1580.0144 0 0.45 Total kN 1438.7 -69.97 112.2 -32.8 Locat mm 7575 7975 8375 8599 8601 9010 9420 9732.9 113.7 -69.2 -32.14 117.18 116.0002 0 0 0 0 0 mm Height -94.18 1581.51 117.5 -73.38 131.# Slope 0 0 0 0 0 -0.6 123.1 -143.07 120.0263 0.0467 mm Height -69.0671 0.99 #.68 1410.84 1433.39 119.68 131.03 130.65 1354.33 1645.0433 0.94 1424.77 131.55 1450.035 mm Height -32.2 -32.78 1419.43 118.68 131.5 Locat mm 4516 5075 5100 5299 5301 5505 5709 5913 6120 6432.2 1425.62 118.65 1447.RAPT 6.72 1443.56 122.53 1617.78 1355.77 132.0025 0 mm Height -69.92 Total kN 1544.Gross Extension: 229.61 1377.41 Total kN 1571.45 Total kN 1448.61 1575 1573.7 -74.5 10099 Transfer Strand kN 136.42 132.13 1392.72 1580.94 131.38 #.9 -109.2 -32.2 -32.0433 -0.84 1419.8 -69.04 1577.39 1516.2 -32.0002 -0.73 1583.045 0.03 Service Strand kN 120.65 1376.59 128.97 Total kN 1617.0653 0.71 1438.3 Service Strand kN 119.94 #.05 1560.07 135.66 1425.84 1435.05 135.89 1631.28 1572.65 118.85 118.09 Service Strand kN 115.21 130.0768 0.52 130.68 129.77 1569.69 132.16 1575.09 1577.82 1443.29 134.2 -32.53 127.48 1576.91 119.45 #.81 112.2 -36.88 1574.61 1659.73 113.87 Total kN 1442.# Slope 0 0 0 0 0 -0.49 1410.7 -124.7 -74.08 138.28 1609.04 0.36 1400.48 131.54 1409.14 Service Strand kN 112.0145 0.52 131.21 131.5 -142. 69 912.56 1021.81 130.0316 -0.0288 0.1 Service Strand kN 120.76 137.82 1070.78 1038.0413 -0.0211 mm Height -32.2 -118.05 113.84 131.: Tendon 1 : Middle Strip .02 121.0211 -0.36 Service Strand kN 118.01 1037.08 940.4 -81.08 1084.0372 0.51 1067.84 923.47 977.87 135.0372 -0.38 137.043 0.5 -105.045 0.49 963.6 -108.2 -45.0347 0.18 1078.4 -105.69 945.19 Service Strand kN 117.88 116.57 932.01 1057.56 119 118.6 -75.3 -49.0232 0.34 122.0076 0 0.# Slope 0 -0.045 -0.0004 0.7 -145.05 947.5 -105.4 -59.6 -43.022 -0.32 116.21 978.8 -182.56 1055.4 Service Strand kN 118.14 Total kN 1069.4 133.9 -90.037 0.46 114.0328 -0.79 963.95 1082.07 935.42 923.67 138.9 -97.96 137.39 118.84 130.5 6799 Transfer Strand kN 130.2 1084.71 1093.97 947.5 -81.0153 -0.37 1029.84 1073.08 1110.65 Total kN 1042 1046.46 115.0232 0.85 1073.03 964.05 1089.5 10099 Transfer Strand kN 135.02 981.67 131.0228 0.49 981.71 1099.02 978.23 133.17 123.06 116.6 -86.39 911.79 137.52 1069.73 128.27 134.03 982.32 129.3 -36.16 1021.25 129.4 -85.39 1110.87 925.52 Service Strand kN 120.3 Locat mm 7575 7975 8375 8599 8601 9010 9420 9732.69 1078.56 133.56 Total kN 936.18 119.81 130.0459 0.88 123.0319 -0.0343 0.3 -63.51 116.0379 0.71 114.35 #.08 996.44 127.23 Total kN 1014.82 1021.69 Total kN 1069.9 -105.63 126.5 3399 Transfer Strand kN 126.8 119.1 943.8 -187.4 122.06 984.0259 Slope 0.76 117.3 -85.19 133.57 940.4 Total kN 911.06 1021.67 115.73 136.82 134.65 918.56 123.8 115.66 1053.01 137.0459 -0.68 Total kN 1049.03 984.9 -103.89 136.3 -49.0315 0.85 1095.0112 -0.6 -104 -106.0503 -0.0232 -0.52 1042.1 965.3 Licensee: Demo 2011-3-17 7:41:40 Frame Description: Example 2way flat slab with drop panels Design .0564 0.0259 -0.5 -115.98 120.026 0.8 129.46 932.5 -85.1 976.0413 0 mm Height -110 -109.4 917.5 680 884 1088 1292 1499 1501 1700 1725 2283 2841 3400 3958 Transfer Strand kN 133.76 117.14 122.02 #.14 137.96 114.4 121.71 918.38 1034.4 -81.62 119 120.47 952.0459 0.RAPT 6.73 981.79 1029.8 963.03 1095.037 -0.81 133.71 1067.22 129.01 1053.53 1033.7 -63 -55.82 Service Strand kN 113.2 Span 3 Locat mm 1 367.42 Total kN 950.55 117.7 -85.96 136.3 -32.92 1038.84 1093.25 Total kN 967.2 -43.13 1014.0347 -0.55 117.25 123.69 #.73 127.045 0.0595 -0.38 136.4 #.9 Locat mm 7575 7975 8375 8599 8601 9010 9420 9732.6 -118.0414 0 mm Height -97.4 -36.3 Span 1 Locat mm 1 367.54 Total kN 964.33 1046.65 Total kN 1102.19 1057.# Slope 0.81 122.6 -65.Car Park Page 11/79 License No.8 -69.0344 -0.08 1090.23 #.35 988.49 129.79 138.06 120.63 127.4 -65.1.7 -115.56 1069.23 133.0421 -0.08 942.46 134.48 115.# Slope 0 -0.5 -131.03 932.05 1037.8 Total kN 971.36 947.25 963.04 116.63 122.4 116.0503 0.23 134.79 Total kN 1049.7 -182.4/12.98 119.4 -85.4 -108.67 131.31 135.77 978.83 1064.0421 0.25 130.68 923.17 118.08 131.83 961.6 124.59 123.3 -55.7 Span 0 Locat mm 1 100 850 950 1675 1700 1899 1901 2550 2720 3032.49 985.5 -170.33 1048.34 1027.9 -86.71 912.53 1073.73 977.88 118.35 #.0512 -0.022 mm Height -36.8 114.9 127.66 120.2 -148 -170.0229 0.0129 0.07 1103.39 1035.0076 mm Height -32.1 1103.67 128.7 -59.0259 -0.38 943.38 940.1 122.69 976.27 968.2 .5 680 1089 1499 1501 1725 2125 2525 3366 4207 5050 5891 6732 Transfer Strand kN 133.42 124.6 -63.0564 -0.17 122.# Slope 0 -0.0414 -0.14 122.73 136.34 996.56 1035.8 -168.3 -32.32 115.12 950.39 1015.32 128.76 117.89 119.037 0.32 1055.46 967.88 137.03 981.34 1051.0129 -0.77 961.01 136.1 978.4 -75.04 117.14 959.7 -183.79 991.04 131.8 -81.25 131.1 -104 Locat mm 4516 5075 5100 5299 5301 5505 5709 5913 6120 6432.48 120.03 1102.0014 0 mm Height -36.3 -67.53 1029.01 120.2 Span 2 Locat mm 1 367.5 10099 Transfer Strand kN 137.85 1027.46 134.96 122.# Slope 0 -0.56 124.5 -86.5 -45.76 138.037 -0.17 117.35 982.1 948.38 936.41 917.36 1099.04 131.88 131.03 1048.67 115.06 122.36 928.59 1027.05 114.79 Service Strand kN 121.47 120.89 1034.0232 -0.21 935.22 1070.19 1064.47 128.9 -110 .36 1109.3 -89 -108.13 129.45 128.8 -131.72 1046.0379 -0.67 129.76 117.35 1050 1051.1 -103.22 Total kN 1082.39 118.39 930.67 115.67 128.81 965.73 136.46 1087.23 134.43 959.4 -85.77 995.46 131.31 136.8 126.0259 0.4 -86.36 925.026 -0.045 -0.81 123.3 932.48 120.5 680 850 1499 1501 1700 1725 2450 2550 3300 3399 Transfer Strand kN 131.92 1075.0014 0.0116 0.89 118.72 1048.# Slope 0 0.3 Span 4 Locat mm 1 367.18 968.68 1050.51 116.56 135.88 132.97 952.0229 -0.63 122.52 1087.3 -90.4 -134.35 1048.47 120.1 123.3 -47.2.96 118.# 0.96 Total kN 947.0104 0.57 117.48 115.54 925.03 1015.8 -168.0459 -0.47 128.19 120.47 959.69 #.71 114.35 1029.4mm .19 131.69 129.84 1090.34 122.65 132.0103 0.04 930.0228 -0.67 116.0259 0.25 131.0004 0.5 -89 -67.46 131.09 133.0112 0.2 Service Strand kN 123.1 942.35 923.72 942.5 680 1089 1499 1501 1725 2125 2525 3366 4207 5050 5891 6732 Transfer Strand kN 131.8 131.96 Total kN 988.75 991.57 942.66 1073.66 121.0555 -0.6 -47.89 135.04 131.6 -62.04 130.85 1093.13 945.043 -0.45 1093.67 128.0604 0 mm Height -145.62 118.0259 -0.45 995.5 -187.4 133.3 -183.0116 -0.89 126.22 1089.37 925.67 1049.89 124.49 129.63 122.0555 0.42 1049.65 135.73 136.0604 -0.04 1096.52 1046.57 117.9 -105.0328 0.63 122.8 959.9 -69.45 985.28 136.23 134.3 940.87 1075.Gross Extension: 231.1 -109.88 138.5 -108.9 -90.76 1027.12 1096.11 1109.0319 0.0511 0.4 -90.5 -105.0152 0.03 948.0595 0 mm Height -148 -134.0288 -0.# Slope 0.13 971.54 116.96 117.86 134.47 #. 14 2 1717.1208 276.1 -66.4/12.6 276.95 1.53 1.1 70.68 0 0 -48.37 3400 End Transfer Value Factor kN/m #.14 0 0 -48.1.1 66.07 1 1500 4 1635. Force No. Location # kN A mm 1 1028.4 8 1543. Factor kNm mm kN # mm #.1119 184.1208 4 1500 1532.69 8600 273.1 -35.7 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 .3 .42 1717.3 .69 1911.1119 30400mm .1202 273.64 1.2 -12.3 .1208 -35.4/12.33 1.1165 -35.76 8600 276.1 -65.Gross Extension: 229.42 1.# 0 1900 1532.71 1.7 Moment e Prestress Span Location Transfer Moment e Prestress Span Location Transfer Start Force No.1165 2 5300 1543.2 .54 1.07 0 0 -48.05 0 0 -48.07 0 0 48.1165 276.22 1.39 1.1165 3 1500 1634.1208 273.Tendon 1 : Column Strip .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 .Car Park Page 12/79 License No.64 1900 291.1 -70.1202 Forces From Changes In Centroids .4 -35.3 Licensee: Demo 2011-3-17 7:41:49 Frame Description: Example 2way flat slab with drop panels Design .9 273.76 1.1202 -3.22 1.61 0 0 1.14 0 0 48.1202 -34.1202 291.2 1.7 Load Prestress Ref Col Start No.8mm .27 0 3183.53 1.76 1857.4/12.14 2 5082.86 1.95 3400 184.1202 Moments From Anchorage Eccentricity .14 2 1500 7 1543.61 0 1687.1 65.1 6 1543.2 .27 0 0 2 1028.5 1532.8 11 1634.71 5082.59 1.05 4 1500 13 1532.07 1 1857.: Tendon 1 : Column Strip .5 1532.RAPT 6.1 70.68 0 0 48.68 3 1500 10 1634.05 4 1712.4/12.1202 1 1500 1635.1 5 1635.Tendon 1 : Column Strip .2.1208 2 1500 1543.59 3183.8 -35.2 Start End End Transfer Value Location Value Factor kN/m mm kN/m #.54 1712. Factor End Force No. Location # kN A mm 1 1532.7 Load Prestress Ref Col Start No.37 1.1 -70.83 1.2 1.61 0 0 48.53 1.4mm .1 291.68 3 1911.4/12.1208 291.1 Start End Value Location kN/m mm -34.1208 291.3 .53 8241 291.1208 3 8600 1634.42 -2.68 3 8241 12 1532.61 0 0 2 1532.07 1 8190.42 1.4/12. Force No.1 -34.1208 1 8600 1635.1165 291.05 4 3400 1.Gross Extension: 231.# -12.69 1.Tendon 1 : Middle Strip .Tendon 1 : Column Strip .76 1.9 3 1635.6 9 1634.42 -2.69 1.# -34.# kN mm kN/m #.1208 -35.42 5300 291.# 3.7 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 #.33 8190.39 1687.# kNm mm kN # mm #.1202 Distributed Forces Induced By Tendon Shape . 46 -89.04 0 20300 -12.95 1.5 -12.Tendon 1 : Column Strip .7 1 2 3 4 kN/m 320 240 160 80 0 -34.1122 188.5 30400mm -34.5 0 Right 69.6 128.7 1 2 3 3400 13500 20300 4 kN 100 80 60 40 20 0 30400mm Forces from Tendon Profiles .5 1028.5 1028.95 216.5 30400mm -12.# kNm mm kN # mm #.9 1. Factor End Force No.Tendon 1 : Column Strip .8 -12.RAPT 6.1119 -2.7 Moment e Prestress Span Location Transfer Moment e Prestress Span Location Transfer Start Force No.86 6582.46 143.54 1.Car Park Load Prestress Ref Col Start No.9 -12.21 2 217.8 Start End Value Location kN/m mm 195.5 2.# 0 0 0 0 0 0 37.18 124.# 195.9 10100 188.59 3400 Page 13/79 License No.18 -3.7 20300 -35.51 MSec Reaction Transfer Factor kNm kN #.1134 184.31 217.82 -169.86 1.53 1 301.1134 -12.24 4 3400 1.51 3 305.4/12.1134 188.9 Secondary Forces Tendon 1 : Column Strip Span End Tendon Centroid e No.21 2 6582.9 10100 184.24 4 216.2 .1 6 1047.9 301.8 -12.2 160. MTotal kN kNm 1368.2 12 1028.Tendon 1 : Middle Strip .# 2.6 90.3 Licensee: Demo 2011-3-17 7:41:57 Frame Description: Example 2way flat slab with drop panels Design .7 160.73 1420.6 188.51 3 0 10 1090.31 6800 195.9 1.21 2 0 7 1047.4 Peff.9 1 Right 32.3 -35.59 1.6 .39 0 -38.53 1 9794. Force No.1122 195.54 9794.51 3 9798.3 .4 Forces from Changes in Section .7 160.4 3400 13500 -35.4 -12. Depth Depth # A mm mm mm 0 Left 110 112.7 1 2 3 4 kN/m 200 150 100 50 0 -12.41 1458.1119 Moments From Anchorage Eccentricity .08 -8.31 1.54 1.1134 195.93 0.8 5 1090.4 8 1047.2 195.1119 -12.1 195.2.9 1.1119 Forces from Tendon Profiles .1134 195.61 1420.9 1.83 8.6 90.1122 -12.24 4 0 13 1028.9 11 1090.4/12.4/12.54 9798.2 .39 0 -92.42 1368.31 -2.9 1 Left 69. Factor kNm mm kN # mm #.4 2 Left 32.1134 -12.53 1 0 4 1090.27 0 0 1. Location # kN A mm 3 1090.31 1.: End Transfer Value Factor kN/m #.3 .2 160.31 -2.Tendon 1 : Middle Strip .4/12.6 128.1.6 9 1090.9 305.6 3400 13500 -12. 95 -42.4 Left 32.3 112.02 2 57.76 -2.18 -36.9 Right 110 112.17 960.21 -43.2 160.41 -48.01 Moment Shear Diagram .9 -0.69 -124.41 48.83 -51.6 128.31 39.5 2.2 112.78 208.15e-4 0 0 0 0 -0.7 160.18 36.2 -0 Col No.8e-4 2.02 36.5 Left 32.69 51.04 -47.14 207.3e-4 2.8 -36.1 1367.44 67.84 42.44 -40.83 9.61 -57. MTotal kN kNm 1420.69 51.38 0 -0 0 0 0 -0 0 Tendon 1 : Middle Strip Span No.84 9.47 979.5 Left 36.81e-4 -2.3 76.83 8.73 8.69 47.01 44.02 36.63 0 0 0 0 0 0 0 Bending Moments Load Cases Column Actions Col No.13 9.17 49.04 9. # 2 3 3 4 4 2011-3-17 7:42:06 Frame Description: Example 2way flat slab with drop panels Design .53 924.12 0.8 73.46 44.74 1420.7 -73.96 0 0 25.6 128.08 -9.08 1458.78 -8. 3 Moment Above Moment Below Reaction Elastic Rotation Elastic Axial Shortening Col No.78 208.21 -43.95 -42.2 80.2 -0 kNm kNm kN #.51e-4 4.69 3.27 -144.48 105.33e-4 0 0 -0 -0 -0.95 -49.16 -40.5 Right 32.51 62.8 -36.3 112.2.62 -9.5 3399 0 0 0 0 Page 14/79 License No.2 112.52 102.5 76.5 Left 36.# 0 0 0 0 0 0 30.3 80.2 112.5 Peff.46 924.43 170.6 90.17 960.83 -51.21 -40.73 408.5 Left 32.48 -8.3 0 0 2.37 1367.5 Right 110 112.2 76.04 47.63 0 30.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 3032.07 8.# mm Secondary Secondary Prestress Prestress Self Live Load Transfer Service Transfer Service Weight 57.9 Left 69.95 81.01 -44.15e-4 -3.3 80.8 -47.49 -88.73 -70.02 -8.3e-4 -2.# mm Secondary Secondary Prestress Prestress Self Live Load Transfer Service Transfer Service Weight 49.25 979.7 160.68 407.44 0 0 -2.09 -9.RAPT 6.27 89.15e-4 0 0 0 0 -0.84 42. 2 Moment Above Moment Below Reaction Elastic Rotation Elastic Axial Shortening Col No.25 960. Above Below kNm kNm kN 1 -49.63 0 25. 1 Moment Above Moment Below Reaction Elastic Rotation Elastic Axial Shortening kNm kNm kN #.42 MSec Reaction Transfer Factor kNm kN #.Car Park End Tendon Centroid e Depth Depth A mm mm mm Right 32.96 0 0 -14.# mm Secondary Secondary Prestress Prestress Self Live Transfer Service Transfer Service Weight Load -49.4e-4 2.5 Right 36.2 160.# mm Secondary Secondary Prestress Prestress Self Live Transfer Service Transfer Service Weight Load -57.62 -9.53 960.33 8. 4 Moment Above Moment Below Reaction Elastic Rotation Elastic Axial Shortening Secondary Transfer Total Panel Column Moments And Reactions Col Moment Moment Reaction No.17 -81.2 -0 kNm kNm kN #.07 3 -57.5 MTotal kN kNm 924.52 -62.3 0 0 -2.2 -0 kNm kNm kN #.61 88.67 -0.02 -9.5e-4 -4.3 Licensee: Demo Span No.63 -67.94e-4 -2.83 -47. # 0 0 1 1 2 2 3 3 4 4 End Tendon Centroid Depth Depth A mm mm Left 110 112.12 0.97 4 49.77 -8.15 207.97 8.01 -8.2 2.8 -9.31 MSec Reaction Transfer Factor kNm kN #.7 47. mm 2.63 41.63 0 -14.39e-4 -2.: .31 -39.2 112.9 -0.6 90.3 112.# -92.76 70.51 -102.5 e Peff.38 0 37.4 Right 69.82 8.33e-4 0 0 -0 -0 -0.2 76.16 41.71 408.46 41.5 Right 32.31 924.3 80.94e-4 2.04 0 -38.73 2.49 -105.1.95 8.76 407.49 57.5 Right 36.3 112.46 44.44 0 0 2.14e-4 3. 66 -16.48 -14.63 1 0 0 0 0 367.95 0.63 0.38 mm 1 kNm -0 kN 0 2011-3-17 7:42:15 Frame Description: Example 2way flat slab with drop panels Design .38 8.79 20.63 1292 1499 1501 1700 1725 2283 2841 3400 3958 -16.38 8.26 31.26 -8.86 32.39 -200 -300 -400 3400 Shear : Column Strip 13500 20300 30400mm 0 .63 367.66 0 680 28.38 8.87 -14.38 8.35 29.63 9420 9732.66 -16.25 0.63 3 4 -600 -400 -200 0 0 0 -104 -40.1 -0.39 -8.04 0.39 -8.39 mm 1 kNm -104.36 kN -8.39 -8.38 8375 8599 8601 9010 9420 9732.63 -0.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 -0.5 680 1089 1499 1501 1725 2125 2525 3366 4207 -39.04 0.04 0.98 -103.93 -22 -8.38 8.39 2841 3400 3958 4516 -103.5 680 884 1088 1292 1499 1501 1700 1725 2283 -104.04 0.63 -0.5 33.72 32.39 367.66 -16.38 8.35 29.29 0.01 0.: 5050 5891 6732 7575 -0.5 10099 -28.63 -0.66 0 0 1089 1499 28.21 kN 8.38 0 -8.56 29.43 33.5 -16.04 0.39 8375 8599 8601 9010 9420 9732.51 -30.63 0.6 -0.RAPT 6.43 28.66 0 5299 -16.83 -21.043 8.66 0 5301 -16.32 38.38 3399 0 0 Moment Shear Diagram .39 -8.5 28.92 -103.72 -30.96 -0.63 0.49 35.04 mm 1 kNm -42.66 -16.66 0 0 0 7575 7975 8375 32.3 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 41.66 -16.6 -30.63 4516 5075 5100 -16.13 -0.04 0.74 20.69 33.43 -7.77 -103.79 32.39 -8.79 -103.44 0.04 5100 5299 5301 5505 5709 5913 6120 6432.56 -36.Car Park 367.39 -8.04 33.39 -8.6 29.31 200 400 3400 13500 20300 2 3 30400mm Moment : Column Strip 1 kN 400 300 200 100 0 -1000 0.66 -16.66 0 0 5709 5913 -16.63 0.99 -103.63 -0.38 367.04 0.63 10099 28.63 9010 33.66 -16.04 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 29.38 8.63 8599 28.5 680 850 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.66 -16.5 6799 -103.43 0.66 -16.63 kN 8.81 -7.06 -28.63 9420 9732.13 30.63 0.63 0.63 -0.39 mm 7975 kNm -25.66 -16.63 -0.63 680 -16.66 31.04 367.99 28.81 -103.39 -8.5 3399 0 0 0 0 0 0 1501 1725 2125 2525 3366 4207 5050 5891 6732 33.66 -16.38 8.82 -103.01 8.04 0.5 680 1089 1499 1501 1725 2125 2525 3366 4207 38.56 kN -8.63 367.39 -8.43 -0.43 0.02 -104.98 -103.38 13.63 9010 28.04 0.04 mm 5075 kNm -103.61 -34.04 32.94 -33.043 0 -8.18 -24.74 13.83 -103.1 29.97 -103.5 -104 -39.75 0.39 -8.8 -103.812 0 38.7 -0.7 28.24 -0.9 -103.95 -0.66 0 367.08 -30.5 10099 27.39 -8.63 0.38 8.66 -16.63 0.19 31.1.97 -103.44 29.05 kN 0.39 -8.44 28.5 28.01 -104 -103.11 -43.66 30.38 8.63 8599 33.38 8.15 -0.04 0.66 -16.38 8.63 0.39 -8.15 0.04 0.63 10099 34.39 -8.19 -8.66 0 1 28.38 0.63 0.39 -8.04 0.78 -103.04 0.39 -8.38 4 8.9 -104 0 -0.32 6.05 -37.38 8.86 8.96 29.94 42.5 34.39 -8.63 -0.5 6799 -16.89 36.73 31.88 -103.63 8601 28.04 0.38 8.85 0.63 884 1088 -16.95 0.24 0.38 8.69 0.38 8.01 -0.09 23.83 kN 0.04 0.63 1 -16.5 0 0 850 950 0 0 680 33.63 0.97 27.82 -103.04 0.04 5050 5891 6732 7575 -0.1 38.38 8.66 0 5505 -16.31 6.63 -0.95 34.04 0.38 8.6 30.63 680 0 0 1675 0 0 1700 0 0 1089 1499 33.38 8.39 -8.63 0.29 33.63 8601 33.66 0 0 0 1501 1725 2125 2525 3366 4207 5050 5891 6732 28.63 -0.2.63 -0.39 0.03 -104.66 0 0 0 0 0 0 0 0 0 6120 6432.19 30.04 0.79 33.95 -0.49 -40.66 -16.46 32.38 mm 7975 kNm 24.04 0.63 850 1499 0 0 0 0 2720 3032.63 -0. 51 7.57 -0.92 0.57 -0.5 -92.96 0 1675 0 0 1700 0 0 1089 1499 30.04 5301 -92.7 28.9 kN -0.87 -7.1 13500 20300 2 3 30400mm Moment : Middle Strip 1 kN 400 300 200 100 0 -1000 0.5 6799 -92.Column Strip Span 0 Span 1 Span 1 Span 2 Span 2 Span 3 Span 3 Span 4 Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear 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 37.51 8601 26.57 -0.68 29.8 8.52 884 1088 -92.07 -7.04 0.96 -14.51 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 -25.08 7.04 -0.32 -7.1 0 -16.52 -7.07 -6.51 1 -0 0 0 0 367.51 9010 29.9 0.49 42.13 3 -51.7 0 31.2 34.57 680 -14.96 -14.57 9420 9732.51 Moment Shear Diagram .96 -14.33 -0.04 0.RAPT 6.7 0.51 10099 37.86 -7.52 5100 -92.96 kN 0 100 0 0 367.57 8601 25.82 -92.04 6120 6432.56 26.11 18.04 0.72 0.04 0.96 -14.Middle Strip Span 0 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 30.5 -0 0 850 950 0 0 680 31.04 0.52 10099 -38.52 1 -92.71 -92.2 400 3400 0 34.01 27.57 -0.51 -19.19 -13.51 8599 26.52 -7.89 25.52 8601 -27.51 9420 9732.87 -92.04 1 -38.57 -0.95 -36.3 Licensee: Demo 2011-3-17 7:42:24 Frame Description: Example 2way flat slab with drop panels Design .04 0.52 -7.51 7.68 -92.57 mm 8599 kNm 25.96 -14.97 -7.51 7.51 7.57 -0.78 5.51 7.52 -7.57 -0.7 8.57 -0.3 7.85 -22.57 -0.631 0 4 0.75 -0.96 0 0 1899 2720 3032.2.52 1292 1499 1501 1700 1725 2283 2841 3400 3958 4516 5075 -92.04 1089 1499 -30.51 7.53 7.51 -0.5 -33.98 kN -0.56 -7.51 680 -0 0 1675 0 0 1700 0 0 1089 1499 28.72 0.69 -92.53 7.96 0 850 950 0 0 680 30. Above Below kNm kNm kN 1 -43.93 0.52 -7.631 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.51 850 1499 -0 -0 0 0 1899 2720 3032.57 884 1088 -14.86 -92.57 9010 25.63 -7.51 7.07 -25.89 12.06 -7.04 4 44.61 -42.53 27.1 11.52 -7.91 29.58 7.09 2 51.51 367.2 200 28.52 680 -92.52 -7.5 3399 0 0 0 0 0 0 1501 1725 2125 2525 3366 4207 5050 5891 6732 7575 7975 25.5 -35.96 -14.89 0.96 0 0 0 0 0 0 0 0 0 0 0 1901 0 0 2550 0 0 0 0 7575 7975 8375 26.53 21.52 -7.04 8375 24.38 -13.631 0 -0.57 10099 25.57 -0.04 5709 5913 -92.631 -0.5 25.08 Moment Shear Diagram .46 -0.55 -7.52 367.84 -92.44 -8.96 -14.33 26.86 -92.33 7.04 29.05 -0.04 0.04 0.51 7.23 7.69 -0.52 -7.57 -0.96 0 0 0 .52 8599 -27.73 0.38 34.57 1292 1499 1501 1700 1725 2283 2841 3400 3958 -14.52 9010 -30.27 30.74 -0.21 7.51 7.23 7.5 30.5 -14.87 -92.57 367.8 -92.82 -7.57 4516 5075 5100 -14.72 7.81 -7.1.04 5505 -92.47 7.52 -7.2 -16.04 680 -33.04 0.11 21.51 7.5 3399 0 0 0 0 0 0 1501 1725 2125 2525 3366 4207 5050 5891 6732 30.12 -0.9 -92.97 28.8 24.52 -7.Car Park 1 kNm -800 2 Page 16/79 License No.04 0.73 0.67 0.51 7.96 -14.04 0.51 25.45 28.5 34.11 -0.: 3 4 -600 -400 -200 0 0 -16.57 -0.52 9420 9732.96 -14.04 367.98 -0.16 -27.49 28.04 5299 -92.72 -36.5 32.78 -92.57 mm 1 kNm -14.39 -22.63 -8.04 0.86 -7.38 -19.43 5.04 1501 1725 2125 2525 3366 4207 5050 5891 6732 7575 7975 -27.04 0.96 -14.2 18.75 -92.52 -7.72 0.96 -14.17 36.51 7.04 0.7 31.88 -92. 57 0.57 0.45 29.74 25.82 3 -57.57 0.7 13500 20300 2 3 30400mm Moment : Middle Strip 1 kN 400 300 200 100 0 -1000 -200 -300 -400 0.8 -0.51 0.57 9010 30.52 -200 -300 -400 3400 13500 20300 2 3 30400mm Shear : Column Strip 1 kNm -800 4 -600 -400 -200 0 0 -15 25.51 0.91 0.27 0.98 26.3 -92.95 9.57 1501 1700 1725 2450 2550 3300 3399 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 kNm -800 Page 17/79 License No.57 mm 8599 8601 kNm 30.572 0 -0.57 0.57 0.78 2 57.57 0.9 0.57 10099 30.57 0.83 -47.57 0.7 -35.3 30.33 kN 0.51 30.3 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 .04 30.5 kNm 0 0 kN 0 0 5505 -14. Above Below kNm kNm kN 1 -49.57 0.96 0 0 1089 1499 25.5 6799 -14.5 kNm 25.96 -14.12 25.427 200 400 3400 13500 20300 2 3 30400mm Moment : Column Strip 1 kN 400 300 200 100 0 -1000 0.1 26.56 27.98 0.96 0 0 0 1501 1725 2125 2525 3366 4207 5050 5891 6732 7575 7975 8375 25.7 0 -0.69 47.96 -14.RAPT 6.73 -0.96 -14.572 0 0 20300 30400mm 0 .33 26.57 0.96 -14.04 27.96 kN 0 0 mm 1 367.57 850 1499 0 0 0 0 6120 6432.57 0.001 34.3 -15 28 200 -15 0 28 400 3400 0 30.69 0.572 3400 Shear : Middle Strip Prestress Transfer Total Panel Column Moments And Reactions Col Moment Moment Reaction No.9 -36.6 -92.96 0 680 25.57 0.68 29.1 34.84 9.52 28.5 30.57 mm 1 367.039 0 -7.874 -0.1.57 0.97 29.57 0.7 0 25.01 28.51 0 0 -7.: 2 3 4 -600 -400 -200 0 0 0 -92.57 9420 9732.57 680 0 0 5709 5913 -14.039 7.572 0 13500 4 0.8 -9.21 -40.52 4 7.04 kN 0.2.57 0.Car Park mm 5299 5301 kNm -14.49 28. 96 8.69 167 164.52 61.99 -33.99 -8.96 24.31 139.18 -11.1.61 -34.93 -23.03 35.09 100.67 174.38 -38.51 8599 8601 9010 9420 9732.32 61.02 -9.04 -13 -31.99 0.36 170.68 3399 139.91 64.04 0.91 36.19 174.08 24.96 8.25 -49.27 -61.1 102.1 27.93 46.1 1700 1725 2283 2841 3400 3958 4516 5075 5100 12.05 -0.21 5050 5891 6732 7575 7975 8375 -51.77 Moment Shear Diagram .02 1 367.05 100.31 -61.57 59.91 -35.18 35.Car Park Page 18/79 License No.63 8.96 38.18 56.5 10099 37.98 -8.96 8.2 89.81 -23.69 5100 5299 5301 5505 5709 5913 6120 6432.86 96.18 8599 8601 9010 9420 9732.95 18.53 177.84 21.47 -31.16 27.31 139.35 -55.57 -0.5 6799 17.04 0.32 2525 3366 4207 5050 5891 6732 7575 7975 8375 -8.3 0.33 11.59 41.87 0.21 57.6 -8.5 680 850 1499 1501 1700 1725 2450 139.19 30.68 -46.22 -0.04 -0.2.96 8.64 -49.45 11.49 -22.37 0.07 -30.5 54.84 0.04 0.44 57.64 -64.02 139 -126 187 164 100 -37.5 139.17 -66.2 0 0 0 0 0 -0.Column Strip Span 0 Span 1 Span 1 Span 2 Span 2 Span 3 Span 3 Span 4 Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear mm kNm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN 1 100 850 950 1675 1700 1899 1901 2550 3.23 180.05 30.94 38.76 2450 2550 3300 3399 8.84 99.5 680 1089 1499 1501 1725 2125 113.98 -9.43 26.04 22.82 3366 4207 5050 5891 6732 7575 7975 -68.06 100.1 -40.72 32.8 25.02 -1.72 167.11 25.37 48.2 99.4 7.31 139.89 0.1 35.89 7.02 17.7 -71.53 59.62 1 367.37 66.59 2720 3032.69 -54.91 43.04 0.49 80.02 -32.64 7.04 3.82 27.09 -35.16 5299 5301 5505 5709 5913 6120 6432.8 98.55 44.48 102.58 -65.23 -46.96 -15.59 26.29 44. Above Below kNm kNm kN 4 49.69 37.92 -49.81 22.08 24.04 1 367.75 2550 3300 3399 17.06 -67.11 33.35 66.08 23.01 1.69 57.35 0.02 26.18 -112.96 8.74 -44.37 139.5 680 1089 1499 1501 1725 2125 117.58 2720 3032.46 23.21 1 367.22 22.58 8.58 1 367.33 12.35 0.59 64.5 680 1089 1499 1501 1725 2125 2525 190.98 -8 -0 7.17 27.1 59.7 116.46 41.22 -5.6 -117.93 40.01 67.01 -32.5 6799 19.89 49.44 -47 -51.57 -13.04 0.96 8.5 680 884 1088 1292 1499 1501 1700 100.37 0 5050 5891 6732 7575 7975 -125.57 2.02 3.77 0.6 139.97 60.62 -37.98 1 367.83 -32.54 35.65 -8.96 8.83 4.41 95.04 0.98 -32.04 0.26 99.43 37.62 -26.95 184.5 680 1089 1499 1501 1725 2125 2525 161.3 Licensee: Demo 2011-3-17 7:42:41 Frame Description: Example 2way flat slab with drop panels Design .5 10099 88.81 26.68 -47.57 187.96 1 367.12 -8.66 82.87 27.42 -126.9 184.45 -24.28 100.21 -43.17 37.26 8375 8599 8601 9010 9420 9732.15 -27.2 56.44 164.82 22.04 0.02 -65.31 0 0 1 367.85 -0.85 80.84 49.98 -8.31 139.7 34.98 -8.5 10099 89.51 46.38 0.8 100 165 4.74 4.98 -8.37 139.1 3399 78.55 69.08 0.98 15.01 7.28 -64.58 -110.47 29.53 66.16 34.1 -65.06 42.44 0.98 -8.04 0.3 -82.98 -8.1 100.35 65.3 100.72 1.06 -1.69 11.27 100.61 9.53 9.02 -126 187 139 200 400 3400 Moment : Column Strip 13500 20300 30400mm .32 -23.15 180.04 0.5 10099 35.64 2.2 160.04 0.4 11.13 -99.62 23.19 -27.31 65.81 27.57 17.18 46.17 57.61 -112.08 35.96 23.56 -115.89 22.27 100.82 115.29 -0.9 13.44 -23.85 -12.19 -101.98 100.92 55.01 2 3 4 -600 -400 -200 0 4.71 2525 -6.85 113.98 -49.53 37.5 680 884 1088 1292 1499 1501 69.9 -1.: Col Moment Moment Reaction No.01 23.05 -60.96 8.74 36.08 87.4 -0.95 117.72 -61.RAPT 6.5 680 850 1499 1501 1700 1725 78.49 -36.89 -46.83 -31.3 -11.5 -111.73 -3.77 66.79 41.49 -8.85 32.31 100.96 8.69 65.37 2.24 186.62 17.33 -35.98 -8.87 59.25 54.47 49.29 8.46 1 kNm -800 2550 48.38 190.63 61.52 171.84 12.32 -46.44 45.09 42.37 0 0 3366 4207 -70.47 -38.04 Moment Shear Diagram .54 1725 2283 2841 3400 3958 4516 5075 18.96 54.25 0.98 -68.56 17.63 2.04 0.77 -1.82 35.78 -34.75 21.26 100.25 98.21 -42.94 44.29 100.98 -8.71 -26.23 49.6 -12.4 -0.08 100.29 8375 8599 8601 9010 9420 9732.76 -41.33 9.95 83.07 100.41 23.59 -23.47 3366 4207 -31.48 176.83 19.3 23.37 -6.66 0.Middle Strip Span 0 Span 1 Span 1 Span 2 Span 2 Span 3 Span 3 Span 4 Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear mm kNm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN 1 100 850 950 1675 1700 1899 1901 2.7 -5.47 65.27 2.12 83. 99 7.2.66 53.32 2.58 -32.98 -28.27 0 0 1 367.84 18.71 -8 -8 -8 -8 -8 1 367.03 1 367.95 -36.03 0.64 200 67 103 57.71 89.5 124.Column Strip Span 0 Span 1 Span 1 Span 2 Span 2 Span 3 Span 3 Span 4 Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear mm kNm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN 1 100 850 950 1675 1700 1899 1901 2550 3.17 -59.11 89.55 89.65 -102.6 -0.9 -38.07 51.64 -7.9 13500 -38.4 0 -100 -200 -300 -400 60.29 -73.84 3. Above Below kNm kNm kN 1 -43.41 0 0 3366 4207 -62.73 87.05 103.63 -8.71 -57.37 124.04 0.09 73.02 -98.91 158.52 89.69 89.03 0.99 7.99 7.03 0.7 -51.03 3.58 8375 8599 8601 9010 9420 9732.44 29.99 -60.64 30.53 89.54 89.81 85.039 8.7 -57.53 -63.76 3 -51.25 5100 5299 5301 5505 5709 5913 6120 6432.85 0 -100 -200 -300 -400 2 3 -8.RAPT 6.03 0.5 680 884 1088 1292 1499 1501 1700 89.04 0.52 -60.22 -3.28 7.56 -90.79 164.1 -60.39 -0.5 6799 17.17 36.99 7.6 54.42 -29.51 0.05 146.4 155.28 41.02 157.8 57.98 1725 2283 2841 3400 3958 4516 5075 16.06 85.35 8375 8599 8601 9010 9420 9732.7 -8.87 80.: 8.5 99.05 -11.61 152.33 149.38 -112.65 2720 3032.37 124.03 .61 -42.94 51.03 0.98 0.85 3366 4207 5050 5891 6732 7575 7975 -61.04 0.99 1 367.04 0.7 89.85 -19.35 60.37 124.54 53.22 40.73 166.59 15.4 30400mm 20300 Shear : Middle Strip Prestress Service Total Panel Column Moments And Reactions Col Moment Moment Reaction No.56 124.1 -61.71 -88.41 124.98 4 0.15 3399 124.7 -1.78 -39.23 59.51 89.86 -29.27 -54.71 89.97 2.96 0 -3.67 57.22 0 2.04 -0.74 -28.31 0.32 0.7 8.04 0.5 99.Car Park 1 kN 400 300 200 100 3.99 -100 -58.5 78.44 -8.68 4 44.64 18.62 57.03 0.03 17.49 42.5 680 1089 1499 1501 1725 2125 2525 144.73 2 51.5 10099 79.5 680 1089 1499 1501 1725 2125 2525 169.73 89.8 400 3400 13500 20300 2 3 67 103 2.99 7.08 -99.4 3400 4 61.12 161.99 7.08 147.42 3.73 0.48 -30.85 -8.01 149.59 3.04 0 Page 19/79 License No.64 30400mm Moment : Middle Strip 1 kN 400 300 200 1001.93 0.34 7.7 38.4 38.99 7.3 Licensee: Demo 2011-3-17 7:42:50 Frame Description: Example 2way flat slab with drop panels Design .85 103.44 -0.55 -100.04 0.41 0.04 19.99 7.71 16.23 32.37 124.96 0.29 161.5 10099 78.4 -11.55 143.96 39.42 -33.41 124.65 29.62 8.54 89.24 -55.17 89.33 37.56 23.09 58.71 Moment Shear Diagram .37 58.67 167.8 8.64 -104.27 -0.74 55.98 3400 13500 20300 2 3 30400mm Shear : Column Strip 1 kNm -800 4 -600 -400 -200 -51.5 680 850 1499 1501 1700 1725 2450 124.16 170.74 87.06 89.26 2550 3300 3399 15.99 -8 -8 -8 -8 -8 -8.99 7.63 23.72 89.51 152.39 164.78 156.89 59.41 0 5050 5891 6732 7575 7975 -112.93 0 0 0 0 0 -0.1.94 37. 84 49.44 0 -100 -200 -300 -400 0.29 26.12 2525 -5.36 21.Car Park Page 20/79 License No.24 -44.39 8599 8601 9010 9420 9732.1.59 124 167 200 400 3400 13500 20300 2 3 30400mm Moment : Column Strip 1 kN 400 300 200 100 3.5 10099 31.63 11.25 20.7 89.01 2 3 4 -600 -400 -200 3.97 55.46 60.Middle Strip Span 0 Span 1 Span 1 Span 2 Span 2 Span 3 Span 3 Span 4 Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear mm kNm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN 1 100 850 950 1675 1700 1899 1901 2.87 3399 70.RAPT 6.37 -20.97 36.98 -32.6 31.21 -46.7 51.5 680 1089 1499 1501 1725 2125 102.11 74.98 -0.67 -31.68 72.11 -49.5 147 -34 89.72 -28.51 58.42 24.73 -27.96 -10.94 -23.17 51.41 -5.42 -10.4 -7.9 43.43 -54.81 44.1 21.07 0.41 0 200 2.41 0.1 1 kNm -800 2550 43.3 10.53 -58.98 42 2450 2550 3300 3399 7.64 33.92 23.11 -23.79 31.51 31.3 10.36 0.4 1700 1725 2283 2841 3400 3958 4516 5075 5100 11.45 -24.86 8 19.5 680 1089 1499 1501 1725 2125 105.03 50.37 2.96 21.45 27.41 -42.7 -1.17 -5.03 -55.3 Licensee: Demo 2011-3-17 7:42:58 Frame Description: Example 2way flat slab with drop panels Design .92 8.42 5299 5301 5505 5709 5913 6120 6432.37 .19 3366 4207 -28.16 51.: Moment Shear Diagram .11 -24.4 31.69 32.26 10.36 -29.37 54.54 -14.26 32.77 15.6 50.99 0 -3.18 5050 5891 6732 7575 7975 8375 -46.31 -11.36 -7.2.32 34.82 15.9 60.67 8.61 -5.51 25.26 -32.7 400 3400 Moment : Middle Strip 13500 20300 92.13 -42.44 -8 3400 13500 20300 2 3 30400mm Shear : Column Strip 1 kNm -800 4 -600 -400 -200 -46.99 8599 8601 9010 9420 9732.19 -34.51 19.27 0.53 1 367.86 -21.37 60.98 20.68 102.5 6799 15.85 21.59 0 124 167 -112 89.26 38.72 62.03 0.53 44.4 -36.39 41.02 25.17 24.37 36.4 -46.74 72.21 44.81 -42 -36.51 21.41 23.92 -21.71 11.16 33.26 25.97 2720 3032.08 26.73 53.41 -21.51 -49.12 -0.22 48.24 49.17 33.72 40.07 25.5 680 884 1088 1292 1499 1501 62.64 23.82 21.54 21.26 -0.99 0.12 23.53 92.2 92.02 20.01 1.19 6.5 48.5 680 850 1499 1501 1700 1725 70.6 10.94 1 367.38 -44.86 2.92 -0.98 39 0.49 74.2 30400mm 2.87 33.96 21.21 -41.92 -59.35 21.17 -21.19 40.5 60.47 0.43 -0.035 7.84 -44.25 89.19 -39 -34.18 -38.49 105.41 -41.19 -29.99 6.12 -41.7 51.03 89.86 2525 3366 4207 5050 5891 6732 7575 7975 8375 -7.66 53.035 0 -8 4 7.17 -7.7 147 -113 3.4 -7.31 2.8 31.82 -10.92 1 367.22 34.5 10099 33.78 -0.19 -0 7.98 -44.07 29.37 6.16 15.91 -31.19 1 367.23 -29.17 10.63 0.25 44.5 89.18 14.7 -21.92 6.65 92.11 59.73 33. 55 -57. Above Below kNm kNm kN 1 81.Middle Strip Span 0 Span 1 Span 1 Span 2 Span 2 Span 3 Span 3 Span 4 Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear mm kNm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN 1 100 850 950 1675 1700 1899 0 -0.39 -35.18 -125.28 -64.94 -54.82 4207 108.63 100 -0.2 680 -181.28 -49.05 48.61 49.76 155.89 108.03 Moment Shear Diagram .58 -34.74 32.19 3300 3399 -0.96 -41.88 -55.98 -97.26 -77.17 367.5 -149.1 35 -35 -55.77 6799 -74.43 29.03 1 -293.35 23.39 39.06 20.78 2 -88.Car Park 1 kN 400 300 200 100 1.95 -35.18 102.83 53.23 -104.5 34.21 84.84 -30.26 3399 -189.21 74.28 25.64 -169.89 -134.95 39.1 83.13 53.75 9420 9732.91 680 -186.8 367.74 -57.07 22.02 -44.87 680 -103.05 950 -14.36 0.12 -0.83 -60.41 45.3 -33.6 8.34 -53.65 -91.5 -17.44 60.83 53.16 27.4 -287.02 22.22 -41.87 8601 -77.23 26.71 -48.51 -44.96 142.26 -35.13 66.09 -32.01 -1.16 0 3.73 15.44 -26.65 -116.74 127.63 1499 1501 1725 2125 2525 3366 -77.5 -228.09 -57.8 -29.1 Page 21/79 License No.2 60.07 2525 3366 4207 5050 5891 6732 7575 7975 8375 8.05 -102.07 3366 4207 31.81 72.93 4.44 8375 -53.5 -1.8 25.23 17.77 -81.91 -47.8 2125 -7.58 -29.3 -54.45 1700 1725 2283 2841 3400 3958 4516 5075 5100 -13.2.52 -25.74 -49.41 73.64 8599 -77.: -34.98 44.12 -4.05 -34.16 7.65 1675 1700 1899 1901 2550 2720 -44.21 -80.07 -4.73 32.46 -29.8 104.62 66.85 -103.04 30.21 61.57 -83.51 74.5 680 1089 1499 1501 1725 -125.1.14 17.15 -53.98 5050 5891 6732 7575 7975 8375 51.Column Strip Span 0 Span 1 Span 1 Span 2 Span 2 Span 3 Span 3 Span 4 Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear 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 0 -0.01 67.68 -39.28 2525 7.07 1901 -24.68 3399 -81.06 -44.73 -23.04 -17.08 1089 -131.82 5299 -41.96 143.19 -0.07 -25.56 47.55 -112.96 -60.07 -12.77 1 367.12 -19.08 26.5 -13.47 -0.26 0 -100 -200 -300 -400 2 3 54.78 Moment Shear Diagram .36 5505 -55.95 105.8 5299 5301 5505 5709 5913 6120 6432.14 -22.4 -13.44 -102.54 4.93 -17.83 1 -287.5 10.25 -11.72 -154.89 -77.29 -30.13 -60.75 -44.5 34.36 -11.89 91.55 -61.42 -45.66 -24.3 3400 4 55.18 408.31 15.73 46.42 -14.45 34.63 5050 5891 6732 7575 7975 119.01 -67.87 8599 8601 9010 9420 9732.16 -3.06 -64.85 1 -189.07 39.21 -33.06 -52.19 80.77 51.5 10099 -186.5 10099 -33.96 -233.21 -22.87 111.27 128.01 680 -119.02 -44.89 9420 9732.73 -23.21 -57.17 54.07 -34.5 -51.05 5301 -41.02 36.29 -11.71 -100.05 1499 1501 1725 2125 2525 3366 -81.5 680 884 1088 1292 1499 -74.42 6.96 -228. Self Weight Total Panel Column Moments And Reactions Col Moment Moment Reaction No.4 75.88 1089 -126.44 1499 1501 1700 1725 2450 2550 -57.05 -56.16 75.2 -84.3 -54.1 11.66 -36.94 47.62 1 367.02 -67.51 -39.49 -168.26 10.85 93.13 -100.44 102.77 7.37 8599 8601 9010 9420 9732.04 -61.2 -53.32 -33.98 2125 -5.53 -12.07 39.69 -79.5 10099 -34.88 0.5 10099 -181.04 -19.18 -174.17 -66.51 -25.24 -47.07 1 367.95 -23.61 11.93 25.21 -104.04 -53.12 119.07 23.38 -92.9 -0.51 -17.21 -119.14 25.18 408.77 23.01 .84 -60.59 0 -7.5 -29.65 -85.38 31.4 -75.98 -54.98 -23.13 53.02 -39.63 5100 -30.25 -11.04 4207 5050 5891 6732 7575 7975 109.65 116.5 13500 -1.13 -56.94 -45.7 0 -17.38 46.26 30400mm 20300 Shear : Middle Strip Load Case 1.95 -24.41 -73.31 407.68 68 60.94 2550 -44.05 -39.9 -29.3 Licensee: Demo 2011-3-17 7:43:07 Frame Description: Example 2way flat slab with drop panels Design .57 -27.75 -57.47 -19.82 -116.5 -7.55 -142.5 -134.66 -23.17 -22.2 60.55 168.39 -24.03 113.5 6799 -69.95 367.76 -293.3 1088 1292 1499 1501 1700 1725 -69.9 -6.24 -97.98 49.37 1725 2450 2550 3300 3399 -19.31 9010 -131.79 -44.77 -25.33 169.5 680 850 1499 1501 1700 -81.48 -53.13 367.28 884 -86.04 5709 5913 6120 6432.25 -91.14 4 -81.42 850 -104.43 -1.96 111.83 -80.31 407.4 116.95 -22.87 -155.57 -26.79 32.45 -44.RAPT 6.71 -111.4 154.46 9010 -126.5 -233.82 850 -11.74 -5.52 -24.81 0.18 -80.15 91.41 -48.53 1.53 -57.45 72.16 35.5 -149.17 0.02 35.98 44.61 -127.55 46.38 52.67 -17.04 2283 2841 3400 3958 4516 5075 -4.09 -45.52 -93.57 -15.53 -36.89 -22.72 8601 -81.49 8599 -81.5 -53.66 -66.33 -4.88 20.17 76.5 680 1089 1499 1501 1725 -123.71 1 -174.05 -51.7 -72.23 -13.48 -111.85 -36.87 1501 -17.67 -35.37 17.7 61.04 -6.38 46.71 92.04 79.71 -77.73 12.91 3032.33 -143.15 3 88.01 112.91 44.77 -113.51 2720 3032.91 -12.3 8375 -57.43 48.66 55.89 11.52 53.21 -72.89 109.07 0 22.61 -24.15 -128.43 -55.04 -105.13 1 367.89 -123. 88 -16.3 14.65 43.93 75.88 -0.9 -57.17 -100.83 207.5 680 1089 1499 1501 -155.91 -46.72 -71.96 -60.7 30400mm Shear : Middle Strip Load Case 2.84 -29.33 -86.5 -100 -97.31 8 5.3 2 -48.9 -57.16 10.77 -29.52 50.51 61.2 3400 4 13500 20300 39 1.36 -152.5 680 884 1088 1292 -91.7 -46.37 40.81 -98.99 -125.44 3 48.95 -80.7 61.27 1 367.77 -24.17 0.17 -91 -91 -143 3400 -144 13500 20300 2 3 30400mm Shear : Column Strip 1 kNm -800 4 -600 -400 -200 -0.5 -64 -0.18 -55.18 41.45 61.7 -79.53 5050 5891 6732 7575 7975 8375 65.17 57.26 1899 -31.74 2125 -9.17 -100 -200 -300 -400 144 4 143 91 91 3.81 -60.1 -122.16 -36.158 -0.16 -16.16 -2.04 39.62 208.78 29.41 8599 8601 9010 9420 9732.56 1901 -31.36 -28.4 200 51.47 -58.72 -14.83 207.84 -52.05 -16.32 -2.2.55 68.64 -16.85 -67.82 3399 -99.66 -43.24 80.068 -100 -64 -97.64 1 367.068 0 6.5 -55.03 -30.158 0 15.26 -44.02 -1.22 2525 3366 4207 9.49 87.51 -38.05 -32.12 -23.44 4 -44.48 -71.7 1725 -31.09 -6.16 36.62 208.49 -68.36 -61.74 5.67 2550 2720 3032.RAPT 6.73 -16.04 -39. Live Load Total Panel Column Moments And Reactions Col Moment Moment Reaction No. Above Below kNm kNm kN 1 44.88 .62 -44.1 58.3 -14.36 -100 -200 -300 -400 61.18 -28.Car Park 1 kNm -800 2 Page 22/79 License No.16 -24.18 -43.11 -32.3 Licensee: Demo 2011-3-17 7:43:16 Frame Description: Example 2way flat slab with drop panels Design .1.54 51.Column Strip Span 0 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 -0.36 -42.07 -56.96 1499 1501 1700 1725 2283 2841 3400 3958 4516 5075 5100 -23.99 -63.3 200 120 120 400 3400 13500 20300 2 3 30400mm Moment : Column Strip 1 kN 400 300 200 100 0 -3.4 400 3400 13500 20300 2 3 30400mm Moment : Middle Strip 1 kN 400 300 200 100 0 -1.18 -50.88 -7.89 -74.02 59.: 3 4 -600 -400 -234 -149 -200 -228 -134 -234 -228 -134 -149 -0.2 39 -39 -39 -61.3 Moment Shear Diagram .5 10099 -42.22 -7. 43 2.22 -28.27 2525 3366 4207 5050 5891 6732 7575 7975 8375 10.06 1 -39.36 -4.12 29.5 10099 -44.55 37.3 18.13 -6.08 -13.33 9420 9732.39 1501 1700 1725 2450 -13.78 -29.91 -9.05 -23.15 -37.17 86.5 680 1089 1499 1501 1725 -152.56 1725 2450 2550 3300 3399 -24.95 67.6 -46.67 -57.23 9.21 -26.09 -0.08 1501 1725 2125 2525 -18.8 -75.5 6799 -23.74 367.84 19.33 -12.33 18.35 27.48 -58.97 -9.07 950 1675 -3.7 -71.8 20300 46.67 21.99 -31.49 -75.5 0.01 26.44 -32.64 80.56 14.88 -14.55 1089 1499 -29.84 43.76 -21.38 9010 -29.26 -43.01 12.86 25.49 -29.06 5709 5913 -16.22 46.12 -26.5 -43.74 0 3 4 -600 -400 -200 -0.38 850 -2.2 -20.08 9420 9732.51 -39.Car Park 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 1 367.85 37.06 24.086 0 8 65 200 65 400 3400 13500 20300 2 3 30400mm Moment : Column Strip 1 kN 400 300 200 100 0 -1.84 -29.1.07 -22.93 -20.18 -32.04 0 6.56 6.19 -100.07 -13.2 -122 -71.24 -12.74 32.27 1501 32.88 -17.02 Moment Shear Diagram .1 26.88 -42.55 -80.21 29.5 680 884 1088 1292 1499 58.5 -30.01 1 -65.33 39.63 0 -9.85 60.7 14.03 1700 1899 1901 2550 -10.66 -13.5 -27.63 25.55 12.25 -19.54 -18.24 15.22 -0.67 -0.2 -79.51 -21.28 -1.13 -6.66 26.21 4.22 -0.28 -18.02 58.3 -14.46 18.08 5299 -9.55 -37.36 14.32 1 -42.7 -32.64 4.43 884 1088 -19.36 17.5 -53.72 -24.72 -100 -200 -300 -400 75.04 -0.53 52.17 43.67 -6.33 -23.38 5301 -9.36 -29.55 3366 4207 5050 5891 6732 7575 7975 8375 17.35 3399 -42.13 12.35 -7.55 -14.36 -12.61 -19.3 Licensee: Demo Span 2 Span 2 Span 3 Span 3 Span 4 2011-3-17 7:43:25 Frame Description: Example 2way flat slab with drop panels Design .33 74.27 3.5 -42.086 -125 -79.1 -68.41 21.38 -55.66 -10.72 18.17 -155.08 367.07 -26.18 28.04 -52.07 -22.36 12.52 -18.49 -42.84 -52.8 3400 Shear : Column Strip 75 46.31 -13.18 -63.12 -30.91 -14.01 -4.72 -125.35 -3.39 8599 -18.33 14.31 -10.49 -44.47 -79.16 -26.36 7.88 41.09 0 28.69 8601 -18.62 25.7 6799 -91.11 59.99 -61.74 -36.3 20.43 8601 -19.01 -12.88 -7.08 100 -0.51 -29.53 52.36 26.24 12.38 3366 4207 17.38 -34.17 -53.81 36.93 22.11 -31.8 -75 13500 4 -46.03 367.34 -12.92 -15.15 65.37 -9.5 680 850 1499 1501 1700 -99.51 22.93 -16.03 14.64 -32.64 1.32 24.08 5050 5891 6732 7575 7975 8375 27.93 -7.99 -13.69 850 1499 -23.67 2550 3300 3399 -2.22 1 367.76 10099 -65.24 4.93 -1.15 17.51 10099 -66.63 -25.68 40.27 680 -43.66 -3.16 -12.2.07 5505 -12.7 29.5 -23.07 Page 23/79 License No.27 0.84 16.3 32.81 56.Middle Strip Span 0 Span 1 Span 1 Span 2 Span 2 Span 3 Span 3 Span 4 Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear 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 0 -0 1 -66.87 20.62 -71.76 -43.04 32.27 -46.18 2.82 1501 1725 2125 2525 -19.7 -55.91 -46.54 -19.82 14.33 -10.77 50.3 -33.64 34.77 -6.12 -8.53 680 -42.13 8599 -19.96 -122.52 -31.91 32.93 -87.91 60.18 25.5 -3.05 -24.38 -25.2 -0.85 -37.45 -68.86 25.03 -18.27 28.3 6.17 32.33 367.13 1292 1499 1501 1700 -12.01 1 kNm -800 2 2720 3032.88 58.36 8.12 -34.87 -30.84 43.: 1700 1725 2283 2841 3400 3958 4516 5075 5100 29.RAPT 6.57 17.25 -39.35 680 -27.44 34.6 30400mm 1.41 1725 2283 2841 3400 3958 4516 5075 5100 -6.99 -12.96 8599 8601 9010 9420 9732.17 -6.15 9.01 12.01 -14.41 -61.22 46.13 0 -4.24 1 367.36 1089 1499 -30.2 -125 -122 -71.78 -50.46 -24.53 2125 -7.5 -52.72 .1 680 -23.04 -18.5 -33.08 -12.72 0.08 4.36 -98.12 9010 -30.16 -7.33 4.2 25.55 6120 6432.74 5299 5301 5505 5709 5913 6120 6432. 42 -11.14 61.26 844.69 -149.9 400 3400 13500 20300 2 3 30400mm Moment : Middle Strip 1 kN 400 300 200 100 0 -0.: 3 4 -600 -400 -200 -53.9 200 27.2 -0.1.4 -200 -300 -400 3400 13500 20300 Shear : Middle Strip Load Combinations Column Actions Col No.45 475.04 4 -212.48 -26.2.42e-4 0 1.6 -52.5 -53.15 4.3 -0.75 176.4 -30.69 501. 1 Moment Above Moment Below Reaction Elastic Rotation Elastic Axial Shortening Service kNm kNm kN #.96 104.2 -0.49 485.55 702.2 -0.24 50.13e-3 0 -2.58 -1.13e-3 2.2 -0.23 50. 4 Moment Above Moment Below Reaction Elastic Rotation Elastic Axial Shortening Service Ultimate Ultimate Ultimate Ultimate (Reversal) Flexure Flexure Shear Shear (Reversal) (Reversal) -4.65 -126.31 491.76 -79.49 -61.48 180.35 4.2 Ultimate Ultimate Ultimate Flexure Shear Shear (Reversal) (Reversal) -212. 3 Moment Above Moment Below Reaction Elastic Rotation Elastic Axial Shortening -95.77 3 -32. 2 Moment Above Moment Below Reaction Elastic Rotation Elastic Axial Shortening Service kNm kNm kN #.78 12.2 -0.13 79.738 -100 32.75 -14.3 Service Ultimate Ultimate Ultimate Ultimate (Reversal) Flexure Flexure Shear Shear (Reversal) (Reversal) 8.83 501.1 20.5 0 4.47 408.01 -50.2 -0.4 32.69 32.037 -33.1 20.93 501.1e-4 -0.13 408.17 844.5 -33.27 0 -0.31 -26.78 491.3 Service kNm kNm kN #.42 665.42 126.77 -4.2 Ultimate Ultimate Ultimate Flexure Shear Shear (Reversal) (Reversal) -180.9 -0.12 501.28e-4 -0.738 .1 4 -20.27e-4 -8.77 417.92 -95.68 702.08 92.52 -176.1 -32.27 461.1e-4 -0.47 30400mm 0.2 -0.2 -0.037 0 3.84 -1.2 -0.13 2 -180.14 491.23 -149.# mm Col No.RAPT 6.73 -115.24 14.35 26.3 Service kNm kNm kN #.2 -0.92 111.43e-4 -8.83 3.4 -30.3 -0.46 212.01 212.86 115.72 -7.1 -32.25e-3 0 -1.64 -32.2 -0.45 -50.23 475.19 511.57 -4.# mm Col No.65e-4 0 1.3 -0.8 461.3 Ultimate Flexure Total Panel Column Moments And Reactions Col Moment Moment Reaction Reversal Reversal Reversal No.27e-4 8.84 702.23 665.26 485.16 -176.84 26.9 -52.1 -20.32 -5.39 -4.73 -4.93 149.6 -0.41e-4 -0.59 176.59 491.6 95.83 0 5.43e-4 8.2 Service Ultimate (Reversal) Flexure 5.25e-3 1.46 665.26 798.52 61.65e-4 -0.# mm -111.62 665.Car Park 1 kNm -800 2 Page 24/79 License No.# mm Col No.57 149.25 798.12 32.3 Licensee: Demo 2011-3-17 7:43:33 Frame Description: Example 2way flat slab with drop panels Design .26 -92.43 27.03 95.28e-4 -0.68 180.73 702.11 7.15 -104.5 0 -0.2 Service Ultimate (Reversal) Flexure -8.2 -0.3 -0.41 511. Above Below Moment Moment Reaction Above Below kNm kNm kN kNm kNm kN 1 -61.04 417. 2 143.73 -42.85 1501 -115.67 51.9 -39.73 2550 -209.37 200.65 7575 11.17 -150.68 -63.72 -134.1 -346.31 -190.22 -3.08 -86.76 -23.76 -52 -71.88 5.75 106.88 -0.21 -66.74 -51.9 -32.12 1899 -115.06 3399 -161.18 -92.92 223.62 60.15 -189.5 137.98 1499 -115.15 -21.39 -92.49 -48.5 -223.18 84.2 -134.77 75.71 -134.52 98.2.23 -127.54 -287.42 72.12 -39.14 -94.52 -233.9 -94.19 -56.77 2450 -28.32 -0.38 -44.45 42.73 5709 -256.77 47.75 -170.48 66.32 -39.13 -17.33 -121.3 Licensee: Demo 2011-3-17 7:43:42 Frame Description: Example 2way flat slab with drop panels Design .32 0 54.98 1725 -177.8 12.61 -36.97 2550 3300 3399 -23.63 58.31 -329.48 -60.85 0.34 55.29 78.41 3399 -376.76 10.44 10099 -224.01 -1.36 35.78 11.9 -109.68 42.31 -35.67 -43.51 -17.22 -67.48 -127.02 -120.66 1700 -179.38 -44.11 7975 8375 8599 8601 9010 9420 9732.52 -107.03 1 -557.88 45.39 -31.29 -72.57 -2.54 680 -238.23 -89.4 -80.99 23.44 1501 -143.06 -4.22 -32.18 1700 -92.29 129.73 -208.41 -180.77 129.8 227.45 -230.18 33.01 -154.06 -10.02 -17.19 1 367.82 -46.6 -33.29 -24.67 10099 -642.23 101.37 320.12 -73.04 30.4 -182.83 -26.21 -51.04 167.47 222.74 -23.07 11.74 1292 -223.43 680 -331.42 -11.06 -220.01 1.98 169.2 -42.69 103.5 8.87 134.47 26.87 -49.03 -121.64 1499 -195.22 680 -350.86 27.44 -54.24 -21.98 5050 69.15 -21.5 680 850 1499 1501 1700 -161.17 -132.03 105.57 6.43 -145.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 -0.62 15.79 -76.03 Moment Shear Envelope .91 -39.75 -22.8 -60.07 -3.98 -47.3 -244.54 120.54 850 -23.25 367.52 -107.74 -17.05 -84.7 -85.12 2525 -14.71 21.81 -22.5 10.52 -46.42 84.67 -145.5 680 884 1088 1292 1499 -182.18 48.61 31.33 -41.04 -167.07 2720 -238.79 76.58 -80.19 2841 3400 3958 -121.79 79.4 281.14 0 24.06 63.27 255.51 -4.34 -303.94 -86.03 35.46 -43.72 22.14 -93.01 -1.76 -76.17 22.31 53.12 142.23 -106.72 6799 -482.41 367.24 9732.5 -519.7 83.42 126.38 -245.34 -51.87 -47.79 -227.7 -81.44 6432.15 208.89 103.34 -51.09 143.36 0.47 -42.9 22.87 1088 -256.23 -110.03 26.5 -298.89 -53.37 367.11 -48.14 -94.11 -19.01 -143.41 -5.8 9010 -240.38 40.14 -2.42 -105.91 7575 28.77 -15.28 -32.15 26.09 -100.86 -27.06 -0.75 1.03 -84.92 850 -209.69 -104.76 8599 -143.54 -109.41 -52.2 -45.34 -38.5 -92.RAPT 6.16 255.14 -9.38 54.2 -139.15 -57.55 225.43 -49.66 -21.16 -15.39 -82.06 -54.5 -298.68 -59.38 -54.93 1 367.11 -41.54 -106.22 -10.06 -84.21 -140.07 -40.49 42.67 -240.47 39.12 1725 -95.33 131.12 -69.48 164.89 55.94 950 -28.27 -22.87 -149.26 58.04 -121.07 -188.2 224.78 1 -482.85 367.96 -57.16 -66.17 110.64 -45.09 3032.79 5075 -177.4 -92.34 -49.23 98.93 -80.23 81.82 -71.7 -198.54 4207 86.51 -42.97 8601 -202.57 -56.25 147.25 -25.75 100.29 -0.44 -93.88 -12.37 -39.14 31.59 1 -641.25 6.58 -66.38 6732 49.07 -110.31 1 367.86 -320.75 1700 -92.98 5050 69.65 -22.39 -58.31 -22.83 -269.98 47.41 2.99 -110.5 -41.5 -519.41 -117.86 -84.31 31.53 82.63 8375 -94.65 -35.47 -92.96 -52.08 -121.74 83.23 108.44 -22.6 -142.72 329.22 64.4 -180.61 346.03 71.92 96.1 2283 -142.21 94.03 -31.99 -45.24 87.19 5100 -179.18 2525 10.29 0 3958 4516 -27.3 -41.44 11.21 32.68 -147.27 100.99 -4.41 49.55 -35.18 94.38 -44.84 1501 -201.82 -59.04 -53.72 125.21 -51.45 4.41 -36.98 -110.25 2.25 -10.37 -12.96 -40.33 7975 -64.53 179.5 -441.21 4516 -142.07 -48.15 -94.73 1499 -143.22 2.59 -102.5 137.63 1501 1700 1725 2283 -58.43 -89.21 -141.26 1725 2450 2550 3300 -38.9 78.01 -83.87 41.08 121.07 32.21 -30.27 35.34 -27.1 201.46 -20.71 49.75 -61.44 1901 -115.18 2125 -24.58 121.39 -78.95 0 -0.05 -98.46 80.82 25.76 -102.97 181.75 303.47 -31.65 -29.65 240.07 -11.73 7975 8375 8599 8601 9010 9420 9732.: Moment Shear Envelope .26 -36.66 -21 -41.01 -164.84 39.46 5299 -195.17 33.43 -182.87 8599 -202.29 -71.32 -154.21 2125 -64.68 1 -376.88 56.23 -81.16 -103.06 -222.69 -143.06 0 -0.04 -35.71 3366 42.53 -2.65 1901 2550 2720 3032.45 76.17 -98.34 1725 -89.35 -212.74 8375 -150.21 -100.38 5891 6732 64.53 97.93 54.81 -131.76 7575 -14.18 -32.32 -39.25 73.21 -58.63 -97.09 -94.02 1725 -149.63 -12.54 106.36 2125 2525 3366 4207 8.53 9420 -423.19 -240.97 24.24 225.01 -94.66 -173.96 1 367.63 -141.9 65.38 0.87 -81.75 -1.37 -103.38 -11.71 126.59 36.27 -57.99 5.81 -53.39 -63.03 0 5891 63.66 2125 2525 3366 4207 10.72 -4.71 240 -93.96 67.82 41.03 -53.38 -0.4 59.49 54.04 46.96 100 -0.7 -71.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 -0.35 240.28 49.01 -173.65 1499 -202.61 269.13 -59.21 -92.06 -145.18 -72.01 6120 6432.48 111.52 154.15 -57.5 -441.33 252.02 -0.48 -97.54 -39.41 -0.8 28.37 -85.69 104.37 -173.56 -246.11 -29.68 131.8 60.15 9.95 46.97 2841 3400 -27.55 -288.44 -93.15 -44.11 145.03 -64.94 3366 58.17 -31.73 149.28 -131.28 78.7 -42.2 -22.34 -9.82 -21.38 -30.74 -49.94 44.01 -141.13 36.2 -22.4 -56.84 -84.54 1089 -306.72 0.12 -11.78 10099 -557.44 -22.14 35.68 298.34 16.18 -48.64 19.61 5913 -292.3 5075 5100 5299 5301 5505 5709 5913 -51.3 220.44 -231.29 -97.92 -94.09 -81.56 -14.1 -201.03 -61.54 -42.22 7975 -24.25 -36.27 -112.63 7575 26.86 8601 -143.03 -2.33 117.5 -73.97 44.23 -65.61 86.07 1089 -241.16 -49.21 149.37 -173.5 -49.26 -139.29 -168.68 123.89 -120.87 -27.5 -397.49 -54.95 154.56 -22.67 -252.01 84.25 145.73 680 -422.9 74.39 48.68 28.92 21.09 5505 -223.04 -108.32 -6.34 22.61 -33.64 -23.54 -111.22 96.4 49.49 52.96 5050 5891 6732 94.26 53.75 -170.63 -12.77 -58.45 -22.5 92.94 .2 112.59 -49.39 -145.9 -53.94 -85.46 -64.5 86.53 -179.62 12.41 -182.91 -39.85 -200.59 92.25 31.07 -22.15 97.96 -39.51 -21.Car Park Page 25/79 License No.5 680 1089 1499 1501 1725 -224.5 -51.77 -74.93 81.5 -397.78 92.36 -92.49 -2.04 -2.14 45.13 -5.3 120.71 98.3 -45.18 1675 -89.27 -212.2 64.07 -100.5 -41.17 92.1.03 -225.5 680 1089 1499 1501 1725 -233.66 -2.72 -125.65 19.91 198.76 51.24 -9.19 240.33 -48.57 94.71 -85.49 -35.05 109.28 5301 -195.55 -82.39 -100.77 0.69 -117.53 -49.21 -51.38 -128.7 69.84 132.67 -129 97.55 32.61 -73.58 5050 5891 6732 95.83 246.97 183.67 -32.44 44.34 -94.69 72.64 -75.02 64.82 41.34 28.8 -24.41 6.42 -94.47 108.81 884 -292.07 -22.94 71.07 -110.22 -183.17 -298.32 -49.76 52 51.23 -108.26 -25.43 -133.31 -15.87 48.12 -53.96 -59.07 -92.68 -123.34 -133.23 1501 -195.51 -233.63 3399 0 0.69 21.6 -20.42 9420 -350 -281.32 -190.6 -14.91 9010 -306.54 -96.84 -41.8 6120 -331.46 -30.5 6799 -117.03 -70.4 9732.14 4207 80.68 10099 -233.32 180.16 63.67 -31.49 63.33 121.05 101.04 -40.71 -71. Car Park Locat Reverse Shear mm kN 1 367.53 -298.25 126.38 850 -23.9 -123 30400mm Shear : Middle Strip 2 Ultimate Shear Total Panel Column Moments And Reactions Col Moment Moment Reaction Reversal Reversal Reversal No.15 408.8 798.17 115.16 -104.55 844.6 10.73 3.63 -106.26 -126.54 -92.1 200 255 400 256 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 Shear : Column Strip 2 1 kNm -800 30400mm 20300 2 3 4 -600 -400 -182 -173 -128 -200 -145 -182 -145 -173 -128 0 16.06 100 -0.75 .33 -209.23 -95.62 798.2.Column Strip Span 0 Locat Moment Shear mm kNm kN 1 0 -0.11 95.98 39.1.01 1 kNm -800 -600 2 -400 3 -520 -442 Page 26/79 License No.76 20.08 -115.5 44.32 -6.RAPT 6.06 -54.39 104.12 850 1499 1501 1700 1725 2450 2550 3300 3399 32.79 -60.22 0.1 -376.6 200 138 138 400 3400 13500 Moment : Middle Strip Moment : Middle Strip 1 2 123 3 -125 3400 13500 Shear : Middle Strip Shear : Middle Strip 1 4 125 84.38 1.04 -238.46 11.65 23.: 4 -519 -397 -441 -397 -298 -298 -200 0 -19.9 20300 76.86 -4.25 950 1675 1700 1899 1901 2550 2720 3032. Above Below Moment Moment Reaction Above Below kNm kNm kN kNm kNm kN 1 -14.9 30400mm Moment : Middle Strip 2 1 kN 400 300 200 100 0 -100 -200 -300 -400 20300 -84.5 3399 -28.5 -121.8 -89.26 -115.03 417.9 -76.58 3 -4.42 -11.96 408.3 Licensee: Demo Span 4 2011-3-17 7:43:51 Frame Description: Example 2way flat slab with drop panels Design .65 12.5 4 14.34 -167.22 23.21 -121.84 Moment Shear Envelope .91 -108.83 2 4.52 -201.44 -179.45 844.66 680 35.23 -115.92 417.71 -227.19 20. 13 83.51 163.53 -49.46 73.5 -82.47 17.55 -226.5 3400 3958 -68.65 -145.44 20.44 -141.9 -74.81 2841 -76.65 100.73 -89.75 -125.07 -126.5 10.6 -16.84 224.26 -225.55 -9.06 Moment Shear Envelope .6 95.05 -50.24 5.5 -165.64 -23.37 26.95 0 -0.63 7575 34.03 82.76 23.05 -111.03 8601 -150.55 12.58 7975 -22.1 -92.69 -111.07 -398.63 -59.76 -31.18 2125 14.59 -214.39 8375 -101.83 10.14 -9.5 -214.69 5050 5891 110.65 -182.06 -0.65 -112.37 -87.58 107.87 -196.26 -40.36 109.55 -29.52 3.36 -352.74 12.78 100.43 -224.96 -40.88 -0.49 6120 6432.46 11.03 -23.99 92.89 -49.43 3.8 27.75 100 -0.99 38.2 -77.41 57.59 -174.49 -54.43 5505 -226.23 112.92 -240.18 304.21 95.98 5050 5891 95.54 -298.98 -224.37 -12.61 86.14 -26.27 -50.39 -173.6 -12.4 2525 28.63 16.32 -26.22 -32.12 -206.54 1499 -51.38 54.84 151.24 -62.47 -150.52 -16.3 -174.5 6799 -117.07 -40.57 282.55 3.65 -22.41 -5.45 -5.15 253 8599 -206.92 241.97 -41.62 -67.05 98.53 -94.5 1901 2550 2720 3032.RAPT 6.96 1725 -39.96 100.97 34.26 -83.25 2.29 -46.59 -182.75 40.03 -2.18 2525 57.64 -100.03 1 -215.48 -127.63 -128.11 346.04 26.67 -131.27 10099 -233.5 680 884 1088 1292 1499 -62.3 -63.9 -13.98 31.82 -46.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 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 1 100 850 950 1675 1700 1899 0 -0.51 14.67 -86.13 -17.23 67.5 1901 -51.1 201.92 12.54 46.84 128.81 -35.49 -252.37 47.5 .21 1899 -51.95 5.13 -114.94 3366 94.19 -30.54 106.23 13.54 -57.7 -17.64 210.24 -51.22 -141.98 9732.47 10.36 16.44 73.43 -185.79 -76.64 -37.6 -100.95 46.38 -134.41 57.43 -49.24 -27.41 1501 1700 1725 2283 -23.8 5.63 14.97 190.78 -304.34 85.51 56.11 125.28 62.27 -34.76 -23.72 -102.51 -16.13 884 -139.46 -12.88 14.94 8601 -207.79 1499 -74.56 84.91 -26.07 9732.71 -59.23 -81.3 -214.99 23.6 -9.43 -89.58 -73.29 79.22 23.29 4516 -111.08 226.6 -346.3 Licensee: Demo Span 0 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 .92 -92.96 -23.22 -83.24 1725 2450 2550 3300 -17.7 -125 123.45 76.59 128.39 -40.86 -27.4 -47.87 33.53 179.95 0.22 -50.63 1725 -52.22 -10.9 -37.8 -13.87 7975 8375 8599 8601 9010 9420 9732.32 -39.37 -57.14 -79.63 31.3 -86.19 -24.25 7975 -69.04 -37.36 -49.06 5100 -177.39 2450 -12.23 -134.29 -51.23 108.6 10.34 64.74 -154.76 -52 -71.67 -94.96 -51.46 -20.9 -146.81 85.69 1 -204.66 -60.: 2720 -107.73 1499 -36.18 -175.39 1 367.63 2125 2525 3366 4207 28.5 92.48 -97.13 298.34 119.6 94.53 -133.26 -34.78 1499 -111.22 680 -127.94 -56.26 -40.5 680 850 1499 1501 1700 -73.08 -64.16 -141.64 26.33 8599 -149.53 73.81 -196.41 5299 -196.72 -93.58 -52.05 -123.43 41.25 37.55 -12.51 -17.86 27.07 7575 31.07 1089 -81.66 35.76 52 51.72 850 -10.43 -128.09 2.71 -55.68 -7.82 25.32 2550 3300 3399 -10.37 1501 -111.36 2841 3400 3958 -7.52 6799 -484.97 -23.3 25.53 97.81 -105.96 5891 191.22 2.3 26.88 5.91 -73.59 -49.37 -38.02 60.58 -89.04 167.5 -51.51 -86.28 71.13 -5.9 -78.98 -45.04 6732 145.01 -1.55 201.43 -86.8 -30.51 -111.65 -111.33 121.5 -398.63 Page 27/79 License No.82 32.79 247.46 330.93 -163.47 -45.18 54.47 3.74 3399 -161.52 -10.35 1 -170.14 0 24.79 -16.76 114.55 31.47 -6.52 4516 -23.4 -30.37 -39.39 224.77 -423.5 680 1089 1499 1501 1725 -73.42 4207 123.14 -170.25 -269.35 -32.85 320.76 83.1 -104.75 24.53 -233.54 184.29 -0.02 -201.8 81.59 5.1 -50.86 -13.08 -128.59 -16.65 10.93 -73.8 131.13 36.5 -484.63 -268.33 -43.99 14.3 -36.2 -22.02 -17.4 -241.98 47.19 20.22 680 -172.41 -72.35 367.51 367.18 -209.98 39.9 64.52 950 -12.3 -55.65 44.73 47.69 -104.07 -62.3 -177.99 37.07 -22.32 -45.59 5891 6732 180.9 -29.35 -34.3 -8.08 110.64 -45.73 6120 -333.76 -102.85 367.49 139.95 -444.72 -297.23 -127.33 -320.79 76.44 3399 -170.94 71.6 157.08 1 367.67 30.99 -99.44 1675 -39.37 180.08 67.41 105.5 -175.93 221.79 -642.32 135.1.59 5913 -296.75 28.53 -40.12 -39.88 -12.14 -119.12 -184.69 178.86 -16.22 -13.2 -45.69 104.4 -130.34 -68.87 -98.04 -74.47 7975 8375 8599 8601 9010 9420 9732.98 -47.9 -51.51 9420 -423.08 99.79 -33.38 -560.46 13.66 2125 2525 3366 4207 26.45 -23.16 -282.76 -76.26 -85.22 -38.5 -17.91 134.32 -0.67 24.5 -92.15 -178.3 141.72 5075 5100 5299 5301 5505 5709 5913 -49.47 1501 -51.21 -134.79 -118.29 -94.59 141.64 78.18 -115.8 1700 -97.94 -86.23 -73 3366 74.11 60.34 -62.72 5709 -260.94 33.06 -330.39 8.7 367.49 -75.79 10099 -560.04 123.99 -45.54 2125 -17.97 -146.62 -31.47 -23.19 -144.38 1.83 -54.94 -72.19 1088 -128.57 84.68 40.75 12.37 1700 -41.83 170.8 -37.05 145.62 104.66 6.59 -102.62 -298.5 -520.39 -81.18 89.36 -519.72 3032.06 20.5 680 1089 1499 1501 1725 -77.5 -49.25 6.12 107.27 -123.27 -55.67 -45.76 -89.12 -115.44 -100.7 -71.88 1292 -119.62 -2.86 -23.18 48.58 84.92 -51.17 -25.65 -35.26 -165.91 1 367.82 -80.54 4207 135.69 -22.84 83.38 0.05 -96.52 85.92 5050 191.21 -204.44 55.58 1 -267.93 43.72 -66.01 0 0.98 -154.31 -32.15 -44.37 144.43 63.22 -210.38 141.73 1089 -122.03 6732 85.71 1501 -73.6 40.85 94.03 269.48 850 -93.92 64.81 9010 -307.12 -138.23 33.73 -10.02 -47.51 0 190.92 72.84 -64.5 -134.79 -50.98 144.11 2283 -87.95 -35.38 -11.5 -134.35 -16.44 -60.51 -7.76 46.63 6732 84.61 -52.11 -117.92 5301 -196.9 -85.52 2.98 46.43 -23.34 -41.25 -25.44 240.81 -141.99 -41.53 111.08 121.31 74.2 133.29 -24.41 -0.01 -109.42 -53.13 10099 -225.5 -182.67 1725 -96.01 64.79 3399 0 0.49 54.97 -102.52 -247.25 93.6 9420 -352.96 -57.53 130.6 -20.07 -40.97 -141.08 52.63 46.19 1 367.33 -151.79 107.06 -4.4 10099 -642.16 100.36 -68.8 60.61 -73.18 -206.34 -72.25 199.09 -33.15 -57.96 -376.29 -59.9 -34.72 120.96 5050 156.47 -14.89 -227.68 49.13 6432.9 -307.45 32.94 -81.02 40.62 7575 29.79 16.14 -2.34 1700 -41.36 -59.51 64.53 -150.59 -92.65 -97.47 -100.48 -333.62 -3.44 156.2.47 -17.83 -14.02 -12.65 23.07 -28.97 94.76 -4.11 -16.76 -161.8 227.49 -79.44 -92.62 64.12 32.32 0 54.94 -238.1 680 -107.13 107.04 -198.12 1725 -16.14 45.19 118.67 83.45 -22.18 185.51 -4.09 -101.5 -443.74 -23.23 -89.19 -2.89 9010 -242.5 6.73 -33.02 -0.29 40.22 -51.09 -37.11 -23.34 -38.29 7575 -8.79 -26.34 -26.77 27.23 81.63 14.46 -20.69 -221.91 2550 -93.06 8375 -154.11 -182.18 -48.44 1501 -36 89.85 0.75 125.98 50.09 3.91 53.75 680 -154.66 56.54 -24.59 62.81 -260.34 -9.68 46.19 -174.98 -139.26 37.75 -56.81 -156.24 57.34 29.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 -0.07 -17.26 5075 -174.38 -54.49 -243. 72 -7.4 4.63 7.77 -8.65 -91.55 200 110 110 400 3400 13500 Moment : Middle Strip Moment : Middle Strip 1 Moment : Middle Strip 2 1 kN 400 300 200 100 0 -100 -200 -300 -400 2 124 3 13500 Shear : Middle Strip Shear : Middle Strip 1 76.56 1499 42.13 475.9 .27 -60.78 1901 2550 2720 45.3 16.27 3 8.3 -76.76 -79.05 -0.92 -4.31 1700 -10.86 4.9 -85.57 850 950 0.42 -18.99 -39.45 485.5 Moment Shear Envelope .8 205.5 kNm -236.2 5.7 1675 -9.1.93 1899 -20.27 461.79 -7.16 4.24 -116.42 3.81 9.85 190.38 -123.93 kNm 3.41 511.03 169.75 1.84 67.93 -7.9 1501 -27.41 -22.34 3.6 -65.37 148.85 1725 -2.Column Strip Span 0 Locat Moment Shear Reverse Moment Reverse Shear Span 1 Locat Moment Shear mm 1 100 kNm 3.69 4 -111.71 1.Car Park 1 kNm -800 -600 2 -400 3 -520 -444 Page 28/79 License No.65 2.09 -19.47 -59.42 3.43 kN 0 0.2 -84.67 -15.55 149.3 -125 3400 4 125 85.42 5.33 0.5 -6.08 461.91 -158.63 5050 5891 6732 7575 2.23 475.59 680 1089 -96.93 -8.04 -2.37 kN -0 -0.49 92.03 -102.37 -25.45 -139.72 6.13 3399 -134.2.87 9.11 -115.3 Licensee: Demo 2011-3-17 7:44:08 Frame Description: Example 2way flat slab with drop panels Design .05 2125 2525 3366 8.95 3032.31 2 -95.32 -83.32 5.24 4.5 -80.31 511.49 111.23 kN 223.43 73.64 79.19 95. Above Below Moment Moment Reaction Above Below kNm kNm kN kNm kNm kN 1 -4.6 7.74 0.26 -92.27 -82.5 200 191 191 400 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 4 298 282 199 180 -180 -199 -282 -298 3400 13500 Shear : Column Strip Shear : Column Strip 1 Shear : Column Strip 2 1 kNm -800 30400mm 20300 2 3 4 -600 -400 -182 -174 -128 -200 -146 0 -182 -146 -174 -128 -4.23 3.31 2.87 -157.9 30400mm 20300 -124 30400mm 20300 Shear : Middle Strip 2 Service Total Panel Column Moments And Reactions Col Moment Moment Reaction Reversal Reversal Reversal No.26 485.RAPT 6.27 mm 1 367.: 4 -520 -399 -444 -399 -298 -298 -200 0 -68.15 4.59 7.82 4207 0.2 20. 37 -1.87 147.89 1.88 -10.36 -10.4 -2.95 -3.26 6.66 1499 1501 -15.31 0 .25 -0.42 0 3.03 1.47 -36.58 21.79 8601 -15.2 3.28 -0.79 1499 1501 1700 1725 2283 -12.96 -3.33 -1.07 2841 3400 -8.23 17.06 135.27 1.5 -27.04 3.66 0.98 48.28 -6.07 -4.82 27.12 1 -40.95 -21.59 1.7 -9.02 -166.36 -168.83 5.17 -67.05 -240.26 -112.8 -4.65 -12.72 -264.56 -10.31 -6.57 -2.65 -29.83 1.61 -26.94 0.16 -3.86 1 367.59 -22.83 5.08 -2.32 884 -22.81 -36.45 7.57 -2.47 74.44 10.25 -2.52 0.64 -11.97 11.3 -0.55 -69.39 23.44 367.86 1.51 59.08 -18.66 3.91 9.07 2.08 4.06 -73.51 3.55 1 367.37 123.8 100 2.08 -23.36 26.64 1725 2125 2525 3366 4207 -12.29 -10.31 -0 2.59 -7.6 139.04 -122.31 7.23 1.5 -8.64 5.15 240.7 -44.18 1089 -28.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 1 367.84 5.52 -3.51 17.8 5050 2.4 4.9 2.75 -125.66 1.29 6.95 3.01 -7.77 -32.1 57.77 8.51 3.18 -111.4 26.8 0.55 27.72 -17.21 -10.79 10099 -68.15 -30.16 4.61 1 -48.12 3.71 2.56 73.32 -169.28 -36.09 -104.54 -2.57 -4.91 5075 5100 5299 5301 5505 -36.05 1.97 -2.8 -0.28 -0 3958 4516 5075 -8.5 6799 -27.3 Licensee: Demo 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 2011-3-17 7:44:17 Frame Description: Example 2way flat slab with drop panels Design .09 -4.15 23.18 3.61 15.27 -29.69 -104.78 6732 7575 7975 0.29 117.96 -11.4 34.47 6.44 7975 8375 8599 8601 9010 15.1 10.33 79.31 -4.3 8601 -18.63 -1.98 19.12 28.63 0.07 -2.88 5301 -12.07 -2.6 -5.85 -14.42 -21.35 3.16 1675 1700 -6.54 1.19 39.09 2.93 -22.63 100.7 19.07 -19.43 165.28 41.31 -6.46 9.08 7.85 1899 1901 2550 2720 3032.3 1.94 22.85 -65.52 -2.48 -0.17 4.81 -1.12 65.66 57.63 -1.45 1700 1725 2450 2550 3300 -6.07 71.55 -2.1 367.53 -111.51 -222.58 22.72 -1.07 -4.81 -148.85 -1.66 -11.51 -6.32 -15.36 3.24 0 3.65 -3.5 6799 -17.52 1.75 19.55 -1.98 -22.72 -41.2 -101.27 18.17 30.5 -39.38 157.9 0.95 -4.23 21.3 -32 40.2 Page 29/79 License No.27 160.15 67.42 -21.86 4.62 -6.22 1.18 -135.78 -3.29 119.76 -8.57 -2.54 -0.45 -71.05 94.04 -117.62 5.65 10099 -72.87 1725 2125 2525 3366 4207 -10.07 -71.04 -11.04 -4.99 35.85 -0.39 -44.46 -48.91 -13.61 0.92 1088 1292 -19.81 27.07 -19.9 -0.76 -5.94 -1.28 -41.46 0.82 3.31 -0.09 -45.66 67.65 -2.08 9420 9732.84 115.21 10.45 680 -40.26 -82.46 -36.81 -29.68 -22.74 -5.44 7.88 1501 1700 1725 2450 2550 3300 -20.28 1292 1499 1501 1700 1725 2283 4.57 -4.88 104.7 -10.12 5.11 -65.47 9.86 -236.83 9010 -28.39 90.81 174.63 26.17 -4.54 -4.82 49.47 21.61 0.51 3.51 0.08 -9.69 -21.65 -3.07 34.63 1499 1501 -18.28 48.69 -4.81 5.76 11.45 35.05 9.16 9.4 -18.56 6120 6432.88 -2.55 0.54 -3.06 -1.16 18.77 -138.1 3399 -40.83 850 -18.4 112.05 28.62 -6.19 -4.67 -2.89 -5.68 11.63 19.5 17.5 680 1089 1499 -263.89 2.77 950 -0.82 86.66 19.76 -179.15 -9.81 117.04 -15.46 -94.54 -64.27 14.9 5050 5891 6732 7575 1.43 8599 -18.65 8.47 -3.09 132.07 -11.79 -186.4 -84.58 9.08 -46.46 1.65 27.38 83.17 -50.47 2841 3400 3958 4516 -35.69 3.07 5.54 7.91 -47.5 680 884 1088 -169.34 111.04 45.3 8.11 -43.66 2.79 -18.82 -1.41 2.47 6.27 2.31 -0 1 -68.56 -6.45 -148.58 -223.79 -3.9 -19.: 1501 1725 2125 2525 3366 4207 3.91 5299 -12.64 5100 -11.25 12.82 -2.81 -4.35 680 -21.5 10099 -112.25 9.69 133.13 7.88 7.31 1.46 -2.7 -32.34 -20.94 -149.9 -12.51 2.95 -7.42 -16.54 0.12 16.11 -9.29 5.47 -8.63 97.5 -46.76 3.82 91.42 -0 Moment Shear Envelope .96 20.02 -71.08 84.4 -165.12 -11.93 1.93 1.7 -21.03 -6.93 -7.12 -25 27.04 206.7 56.03 -74.79 3399 3.15 33.95 1.81 -24.93 9.4 -7.41 -3.72 7.19 56.39 4.96 2.46 0.02 -26.36 -10.73 3399 2.16 -3.54 -190.54 3.87 850 0.93 1089 -25.09 23.87 1.09 -5.43 -8.24 4.5 -34.75 -111.55 1.36 16.74 98.3 -147.05 -205.27 1 -72.19 4.92 -80.61 9.35 9.58 25.76 74.32 9010 -25.11 -139.12 5050 5891 6732 7575 7975 2.97 -179.8 -78.65 -35.94 1.7 71.58 -10.47 148.85 -133.4 3.43 -90.5 -50.48 45.64 -1.79 -8.5 -37.25 -16.23 -0.9 -1.57 -33.29 -25.22 4.18 -132.43 59.79 -6.45 8375 -12.55 4.82 -21.08 6.35 367.56 -30.34 -36.3 -2.37 82.88 9420 9732.84 367.84 7975 8375 8599 8601 9010 8.25 -165.98 -2.66 -104.31 3.18 -4.65 5505 -15.13 -4.63 0.07 -31.59 22.34 28.54 1.24 22.64 4.93 0.2 5709 5913 -18.58 -2.74 -0.35 9420 9732.97 42.71 0.98 5709 5913 6120 6432.94 0.22 0.78 102.41 25.79 2.2 -21.6 9.81 -49.37 -26.17 -0.27 -27.92 8599 -15.69 -0.48 -148.94 -112.18 73.7 24.22 20.23 57.43 -15.3 -0.46 24.RAPT 6.65 -1.28 21.81 -24.44 6.27 5050 5891 6732 7575 60.5 186.48 5.78 48.84 9420 9732.57 5891 2.08 29.57 -67.62 16.76 -3.79 48.36 3.64 -22.01 71.51 -3.63 -68.28 -1.71 -160.63 102.79 3.66 18.44 -206.83 -15.86 -4.79 8375 -10.84 680 -27.84 -0.27 6.31 0 2.8 32.55 0.28 10.49 -117.83 680 -37.26 1 367.83 0.98 -0.6 6.33 -18.16 116.98 -97.26 222.03 23.5 -40.85 7.05 105.55 2.45 -119.47 18.35 -43.09 15.58 -11.45 -5.3 -7.56 -6.37 79.08 -1.55 40.73 14.41 -0.23 -34.2.66 26.07 15.08 31.3 -6.5 -8.61 2.68 -1.85 -10.73 2.86 0.04 -157.35 2.63 22.51 1.1 -82.9 -18.68 -2.32 -74.48 -174.64 -9.64 -15.44 0.27 64.63 47.94 2.84 28.5 680 1089 1499 -125.83 -85.5 680 850 1499 -134.68 -17.88 -4.99 -77.16 -4.51 1.64 2.5 10099 -96.2 17.33 57.36 28 -2.63 -100.05 84.1.85 -33.62 7.16 24.92 3.18 -1.96 -0.61 -1.26 25.03 -23.56 1501 1725 2125 2525 3366 4207 -29.65 60.31 148.74 -98.78 166.76 -6.54 -3.07 -160.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 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 2.24 -9.29 -10.16 165.17 160.03 -2.82 -0.55 122.84 0.25 104.28 -1.12 6.43 1499 1501 -8.28 10.05 -9.46 -5.38 -1.27 -26.66 -67.87 -0.8 -18.13 0.37 -19.84 2.81 -4.65 -11.88 -2.37 -1. 53 30.07 -14.2 200 59. Above Below kNm kNm kN 1 31.6 0 10.RAPT 6.82 kN 160.51 11.83 3.5 0 7.8 26.87 6.5 -50.36 416.8 7.89 mm 8375 8599 8601 kNm 36.28 7.49 .72 -25.95 14.Car Park 1 kNm -800 2 Page 30/79 License No.1 -46.48 416.5 82.2 -126.6 3400 13500 Shear : Middle Strip Shear : Middle Strip 1 4 30.87 4 -31.2.64 23.09 -46.42 -3.31 kN 0 0.94 -5.92 13.8 3 -30.2 1089 1499 1501 1725 2125 49.04 103.22 -10.17 18.19 96.53 119.66 134.1.82 -116.6 21.8 -27.64 2550 35.8 -18.03 16.75 24.45 13.5 680 kNm -103.2 95.2 -34.07 -50.4 400 3400 13500 Moment : Middle Strip Moment : Middle Strip 1 1 kN 400 300 200 100 0 -100 -200 -300 -400 20300 Moment : Middle Strip 2 2 29.12 60.96 3 30.3 Licensee: Demo 2011-3-17 7:44:26 Frame Description: Example 2way flat slab with drop panels Design .76 2720 3032.15 -84.7 400 3400 13500 Moment : Column Strip Moment : Column Strip 1 Moment : Column Strip 2 1 kN 400 300 200 100 0 -100 -200 -300 -400 2 190 3 206 124 -124 -132 -207 13500 Shear : Column Strip Shear : Column Strip 1 -190 30400mm 20300 Shear : Column Strip 2 1 kNm -800 4 133 3400 30400mm 20300 2 3 4 -600 -400 -200 -50.63 21.48 -59.69 5.2 27.: 3 4 -600 -400 -200 -180 -158 -80.58 25.48 7.4 200 27.01 Moment Shear Diagram .15 6.37 399 2 -30.8 30400mm -21.09 -5.8 -29.65 2525 16.8 18.41 1.29 -91.82 -60.96 -64.84 32 -12.81 -2.32 24.Column Strip Span 0 Locat Moment Shear Span 1 Locat Moment Shear Span 1 Locat Moment mm 1 100 850 kNm 3.69 -1.63 3366 4207 5050 5891 6732 7575 7975 3.39 -18.69 22.3 -21.05 -102.16 399.71 8.5 10099 44.55 -26.5 -46.6 -34.8 -27.5 -112 -179 -111 -158 -80.65 950 1675 1700 1899 1901 6.47 146.83 mm 1 367.5 3399 20.48 104.8 20300 30400mm Shear : Middle Strip 2 Transfer Prestress Total Panel Column Moments And Reactions Col Moment Moment Reaction No.94 9010 9420 9732. 88 -74.57 83.93 -1.4 1.01 5709 5913 6120 6432.25 0.09 0.9 -22.39 -46.18 2.3 3.48 -0.73 -0.39 1.67 102.91 2.99 -71.49 2.68 -0 3958 4516 5075 -21.77 1 367.23 -1.46 -104.15 0.9 -146.1 0 -34.93 -0.5 10099 49.7 32.45 97.18 3.41 0.22 1.98 30.21 16.45 -11.35 -34.49 2.49 136.87 72.36 -0.53 -83.98 7.85 680 -3.43 19.82 -0.08 16.69 8601 95.12 -0.62 -0.21 2.74 -0.57 -0.31 1.6 -49.6 1 367.06 0.62 -0.68 177.55 0.91 -1.48 0.17 0.25 1.3 -60.39 1.16 -1.39 -1.36 -0.12 116.48 -1.2 3.82 -0.11 0.5 6799 0.44 3.3 -0.87 1.4 -0.31 -1.83 -11.5 6799 45.3 -6.11 -120.92 -2.04 0.82 -7.91 1.43 -3.84 -75.41 -0 0.04 5505 5709 5913 6120 6432.26 -0.21 44.83 84.28 884 1088 1292 1499 1501 1700 1725 2283 2841 3400 13.Middle Strip Span 0 Span 1 Span 1 Span 2 Span 2 Span 3 Span 3 Span 4 Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear Locat Moment Shear mm kNm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN mm kNm kN 1 100 850 950 1675 1700 2.24 0.33 -103.25 -151.06 -0.64 -1.23 -0.81 -0.74 0.36 0.16 -72.5 10099 2.64 0.24 -0.57 -0.57 2.64 -1.78 3366 4207 5050 5891 6732 7575 7975 8375 8599 8601 9010 0.5 -126.39 22.65 -1.3 -0.96 -9.5 -74.96 2.02 1725 2125 2525 3366 4207 5050 5891 6732 7575 7975 8375 8599 8601 9010 1.83 120.69 0.57 2.04 60.26 163.08 -67.22 -1.17 1.31 3.65 -0.67 -160.09 5301 58.41 -1.47 -177.48 13.25 -1.57 2.82 12.16 0.48 -1.35 49.4 -10.09 0.67 -119.72 36.46 -134.42 -0.78 -116.5 680 1089 1499 1501 -9.4 -0.08 2720 3032.57 9010 9420 9732.69 13.11 -1.77 2.15 0.59 -1.71 -9.13 0.29 5.77 3.13 -4.31 0.13 1.6 -33.71 1 367.75 1.82 1.17 -1.77 0.11 -25.86 7.2 -46.5 -21.77 2.59 1700 1725 2450 2550 3300 3399 3.82 2125 1.16 0.11 -0.73 2.97 2.46 8375 8599 31.27 -17.39 -1.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 -40.1 82.24 30.69 -49.65 60.42 0.91 3.86 .31 2.59 1.04 -0 1 kNm -800 1901 3.23 -0.23 -0.57 2525 1.04 0.86 -7.15 -16.77 -8.1 -63.44 40.11 49.5 -50.01 -10.59 1.74 1 367.87 1.31 -22.82 1899 3.5 680 850 1499 1501 -2.59 1089 1499 1501 1725 2125 2525 3366 4207 5050 5891 44.41 0.04 -5.4 2550 3.16 680 -14.69 -46.86 5100 5299 -10.48 850 1499 1501 1700 1725 2450 2550 3300 3399 35.49 2.62 9.68 -1.12 -0.24 2 3 4 -600 -400 -200 -64.3 22.46 -6.57 -1.21 -91.1 8.73 2.91 -0.23 1.2 59.56 Moment Shear Diagram .03 -8.24 0.65 1 367.94 -59.23 -0.2 13.97 2.5 680 1089 1499 1501 -8.24 2.06 -0.17 91.17 -1.4 1.35 0.78 1.57 0.3 -0.5 10099 -136.7 -33.5 3399 3.45 1 367.89 -15.75 -0.99 4.63 102.43 6.5 10099 2.23 1.58 0.36 -0.42 -10.82 8601 -120.05 9010 9420 9732.72 68.58 -0.29 -4.01 -102.07 1.13 -17.86 -13.44 151.6 -5.41 -0.39 -102.73 0.35 3.92 6.31 9420 9732.82 91.98 0.93 0.99 -23.87 -10.34 -10.16 18.5 -5.37 -0.4 75.42 1499 1501 1700 1725 2283 2841 3400 3958 4516 5075 5100 5299 5301 5505 -0.4 1.2 0 0.24 1.16 2.686 0 -100 -200 -300 -400 4 135 -91 3400 Shear : Column Strip -152 30400mm 3.27 -0.05 680 20.74 1.24 59.82 1725 2.08 1.48 1.87 58.44 -0.48 9420 9732.86 3.87 2.71 1.78 1 367.93 2.8 3.5 680 884 1088 1292 -5.37 0.09 0.3 -0.15 -21.22 1.7 -163.6 0.28 120.7 -15.45 24.62 14.75 -2.1 -6.12 -63.79 6732 7575 7975 3.49 71.13 116.58 0.6 0.09 -0.36 -0.29 200 400 3400 13500 20300 2 3 13500 20300 30400mm Moment : Column Strip 1 kN 400 300 200 100 0.57 -1.46 -2.64 2.