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SAFE Analysis & Design Report
Model Name: COMBINED PLUS ISOLATED STRAP.fdb
17 March 2019
COMBINED PLUS ISOLATED STRAP.fdb Contents
SAFE v12.3.2 - License # 17 March 2019
Contents Model Definition............................................................................................................................................................. 5 1. Model geometry........................................................................................................................................................ 6 1.1. Connectivity....................................................................................................................................................... 6 2. Model properties....................................................................................................................................................... 7 2.1. Material properties............................................................................................................................................ 7 2.2. Section properties............................................................................................................................................. 7 2.3. Support properties............................................................................................................................................. 8 3. Model assignments................................................................................................................................................... 9 3.1. Slab assignments.............................................................................................................................................. 9 3.2. Beam assignments............................................................................................................................................ 9 3.3. Support assignments......................................................................................................................................... 9 4. Model loading.......................................................................................................................................................... 10 4.1. Load patterns.................................................................................................................................................. 10 4.2. Load cases...................................................................................................................................................... 10 4.3. Load combinations.......................................................................................................................................... 11 Analysis Results........................................................................................................................................................... 12 5. Analysis results....................................................................................................................................................... 13 5.1. Support results................................................................................................................................................ 13 5.2. Structure results.............................................................................................................................................. 13 Design.......................................................................................................................................................................... 16 6. Design summary..................................................................................................................................................... 17 6.1. Preferences..................................................................................................................................................... 17 6.2. Overwrites....................................................................................................................................................... 17 6.3. Slab design..................................................................................................................................................... 18 6.4. Beam design................................................................................................................................................... 23 6.5. Punching check/design................................................................................................................................... 26
List of Figures Figure 1: Finite element model...................................................................................................................................... 5 Figure 2: Deformed shape........................................................................................................................................... 12 Figure 3: Finite element model.................................................................................................................................... 16
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SAFE v12.3.2 - License # 17 March 2019
List of Tables Table 1: Concrete Slab Design Summary 02 - Span Definition Data............................................................................. 6 Table 2: Material Properties 03 - Concrete.................................................................................................................... 7 Table 3: Material Properties 04 - Rebar......................................................................................................................... 7 Table 4: Material Properties 05 - Tendon....................................................................................................................... 7 Table 5: Slab Properties 02 - Solid Slabs, Part 1 of 2........................................... Error: Reference source not found Table 5: Slab Properties 02 - Solid Slabs, Part 2 of 2........................................... Error: Reference source not found Table 6: Beam Properties 02 - Rectangular Beam........................................................................................................ 7 Table 7: Beam Properties 06 - Design Data.................................................................................................................. 8 Table 8: Column Properties 02 - Rectangular................................................................................................................ 8 Table 9: Soil Properties................................................................................................................................................. 8 Table 10: Spring Properties - Point................................................................................................................................ 8 Table 11: Spring Properties - Line................................................................................................................................. 8 Table 12: Slab Property Assignments............................................................................................................................ 9 Table 13: Beam Property Assignments......................................................................................................................... 9 Table 14: Soil Property Assignments............................................................................................................................. 9 Table 15: Load Patterns.............................................................................................................................................. 10 Table 16: Load Assignments - Point Loads, Part 1 of 2............................................................................................... 10 Table 16: Load Assignments - Point Loads, Part 2 of 2............................................................................................... 10 Table 17: Load Cases 02 - Static................................................................................................................................ 10 Table 18: Load Cases 06 - Loads Applied................................................................................................................... 10 Table 19: Load Combinations...................................................................................................................................... 11 Table 20: Soil Pressures - Summary........................................................................................................................... 13 Table 21: Sum Of Reactions, Part 1 of 2..................................................................................................................... 13 Table 21: Sum Of Reactions, Part 2 of 2..................................................................................................................... 13 Table 22: Nodal Displacements - Summary, Part 1 of 2.............................................................................................. 14 Table 22: Nodal Displacements - Summary, Part 2 of 2.............................................................................................. 14 Table 23: Design Preferences 01 - Resistance Factors.............................................................................................. 17 Table 24: Design Preferences 02 - Rebar Cover - Slabs............................................................................................. 17 Table 25: Design Preferences 03 - Rebar Cover - Beams.......................................................................................... 17 Table 26: Design Preferences 04 - Prestress Data..................................................................................................... 17 Table 27: Slab Design Overwrites 01 - Strip Based..................................................................................................... 17 Table 28: Slab Design Overwrites 02 - Finite Element Based, Part 1 of 2................................................................... 18 Table 28: Slab Design Overwrites 02 - Finite Element Based, Part 2 of 2................................................................... 18 Table 29: Beam Design Overwrites............................................................................................................................. 18 Table 30: Punching Shear Design Overwrites 01 - General........................................................................................ 18 Table 31: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 1 of 3................................................ 18 Table 31: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 2 of 3................................................ 19 Table 31: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 3 of 3................................................ 19 Table 32: Concrete Beam Design Summary 01 - Flexural And Shear Data, Part 1 of 3.............................................. 23 Table 32: Concrete Beam Design Summary 01 - Flexural And Shear Data, Part 2 of 3.............................................. 23 Table 32: Concrete Beam Design Summary 01 - Flexural And Shear Data, Part 3 of 3.............................................. 23 Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 1 of 3..................................................................... 26 Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 2 of 3..................................................................... 26 Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 3 of 3..................................................................... 27
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COMBINED PLUS ISOLATED STRAP.fdb Contents
SAFE v12.3.2 - License # 17 March 2019
Model Definition
Figure 1: Finite element model
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1. Model geometry This section provides model geometry information, including items such as joint coordinates, joint restraints, and element connectivity.
1.1. Connectivity Table 1: Concrete Slab Design Summary 02 - Span Definition Data Strip CSA1 CSB1
Table 1: Concrete Slab Design Summary 02 - Span Definition Data SpanLength StartDist GlobalX1 GlobalY1 m m m m Span 1 2.00000 0.00000 -1.00000 0.00000 Span 1 2.00000 0.00000 0.00000 0.00000
SpanID
GlobalX2 m 1.00000 0.00000
GlobalY2 m 0.00000 2.00000
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2. Model properties This section provides model properties, including items such as material properties, section properties, and support properties.
2.1. Material properties Table 2: Material Properties 03 - Concrete Material M20
E N/mm2 22360.68000
Table 2: Material Properties 03 - Concrete U A UnitWt 1/C kN/m3 0.200000 9.9000E-06 2.4993E+01
Fc N/mm2 20.00000
LtWtConc No
Table 3: Material Properties 04 - Rebar Material FE500
Table 3: Material Properties 04 - Rebar E UnitWt Fy N/mm2 kN/m3 N/mm2 200000 7.6973E+01 500.00000
Fu N/mm2 500.00000
Table 4: Material Properties 05 - Tendon Material A416MGr186
Table 4: Material Properties 05 - Tendon E UnitWt Fy N/mm2 kN/m3 N/mm2 196501 7.6973E+01 1690.00000
Fu N/mm2 1860.00000
2.2. Section properties Table 5: Slab Properties 02 - Solid Slabs Slab FOOTING SLAB1 STIFF
Table 5: Slab Properties 02 - Solid Slabs Type MatProp Thickness mm Footing M20 350.000 Stiff M20 600.000 Stiff M20 350.000
Ortho No No No
Table 6: Beam Properties 02 - Rectangular Beam Beam BEAM1
Table 6: Beam Properties 02 - Rectangular Beam MatProp Depth WidthTop mm mm M20 650.000 355.600
WidthBot mm 355.600
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Table 7: Beam Properties 06 - Design Data Beam
MatRebarL
BEAM1
FE500
Table 7: Beam Properties 06 - Design Data MatRebarS FlngWOpt CoverTop mm FE500 Analysis 75.000 Property
CoverBot mm 75.000
NoDesign No
Table 8: Column Properties 02 - Rectangular Column
MatProp
COL 12"X12"
M20
Table 8: Column Properties 02 - Rectangular SecDim2 SecDim3 AutoRigid mm mm 305.000 305.000 No
AutoDrop
IncludeCap
No
No
2.3. Support properties Table 9: Soil Properties Table 9: Soil Properties Soil Subgrade kN/m3 SOIL1 2.0000E+04
Table 10: Spring Properties - Point Spring PSPR1
Ux kN/mm 0.00000
Table 10: Spring Properties - Point Uy Uz Rx Ry kN/mm kN/mm kN-mm/rad kN-mm/rad 0.00000 0.00100 0.00 0.00
Rz kN-mm/rad 0.00
NonlinOpt None (Linear)
Table 11: Spring Properties - Line Spring LSPR1
Table 11: Spring Properties - Line VertStiff RotStiff kN/mm/mm kN/rad 0.001000 1.000E-03
NonlinOpt None (Linear)
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3. Model assignments This section provides model assignments, including assignments to slabs, beams, and joints.
3.1. Slab assignments Table 12: Slab Property Assignments Table 12: Slab Property Assignments Area SlabProp 25 26 28 31 32
STIFF STIFF STIFF FOOTING FOOTING
3.2. Beam assignments Table 13: Beam Property Assignments Table 13: Beam Property Assignments Line BeamProp 1
BEAM1
3.3. Support assignments Table 14: Soil Property Assignments Table 14: Soil Property Assignments Area SoilProp 31 32
SOIL1 SOIL1
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4. Model loading This section provides model loading information, including load patterns, load cases, and load combinations.
4.1. Load patterns Table 15: Load Patterns LoadPat
Table 15: Load Patterns Type
DEAD LIVE
SelfWtMult
DEAD LIVE
1.000000 0.000000
Table 16: Load Assignments - Point Loads, Part 1 of 2 Point 9 79 80
Table 16: Load Assignments - Point Loads, Part 1 of 2 LoadPat Fx Fy kN kN DEAD 0.000 0.000 DEAD 0.000 0.000 DEAD 0.000 0.000
Fgrav kN 313.000 311.792 201.433
Table 16: Load Assignments - Point Loads, Part 2 of 2 Point 9 79 80
Table 16: Load Assignments - Point Loads, Part 2 of 2 Mx My Mz XDim kN-m kN-m kN-m mm 0.0000 0.0000 0.0000 305.000 0.0000 0.0000 0.0000 305.000 0.0000 0.0000 0.0000 305.000
YDim mm 305.000 305.000 305.000
4.2. Load cases Table 17: Load Cases 02 - Static Table 17: Load Cases 02 - Static LoadCase InitialCond DEAD LIVE
Zero Zero
AType Linear Linear
Table 18: Load Cases 06 - Loads Applied Table 18: Load Cases 06 - Loads Applied LoadCase LoadPat DEAD
DEAD
SF
1.000000
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LIVE
LIVE
1.000000
4.3. Load combinations Table 19: Load Combinations Combo
Load
DCONU1
DEAD
DCONU2
DEAD
DCONU2
LIVE
Table 19: Load Combinations SF Type DSStrength 1.40000 0 1.20000 0 1.60000 0
DSServInit
DSServNorm
DSServLong
Linear Add
Yes
No
No
No
Linear Add
Yes
No
No
No
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Analysis Results
Figure 2: Deformed shape
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5. Analysis results 5.1. Support results This section provides support results, including items such as column, support, and spring reactions, .
Table 20: Soil Pressures - Summary Panel
OutputCase
1 2 4 5 6 7 8 10 11 12 1 2 4 5 6 7 8 10 11 12
DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE
Table 20: MaxPress N/mm2 0.000000 -0.076790 -0.071430 -0.077720 -0.099590 -0.110000 -0.067190 -0.070360 -0.076740 -0.098710 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
Soil Pressures - Summary MinPress GlobalXMax GlobalYMax N/mm2 m m -0.130000 -0.15240 -0.12917 -0.120000 -0.99999 2.00001 -0.082350 -0.99999 3.84761 -0.110000 -0.99999 4.15241 -0.110000 -0.99999 5.94360 -0.130000 0.15240 8.663E-18 -0.120000 0.00000 2.00001 -0.082200 0.15240 3.84761 -0.110000 0.15240 4.15241 -0.110000 0.15240 5.94360 0.000000 -0.15240 -0.12917 0.000000 -0.99999 2.00001 0.000000 -0.99999 3.84761 0.000000 -0.99999 5.07620 0.000000 -0.15240 5.99999 0.000000 0.15240 8.663E-18 0.000000 0.00000 2.00001 0.000000 0.15240 3.84761 0.000000 0.15240 4.15241 0.000000 -0.15240 5.99999
GlobalXMin m -0.15240 -1.00000 -0.99999 -0.99999 -0.15240 0.00000 0.00000 0.15240 0.15240 -0.15240 -0.15240 -0.99999 -0.99999 -0.99999 -0.15240 0.15240 0.00000 0.15240 0.15240 -0.15240
GlobalYMin m -0.12917 0.15240 4.15241 5.94360 5.99999 -0.15240 0.15240 4.15241 5.94360 5.99999 -0.12917 2.00001 3.84761 5.07620 5.99999 8.663E-18 2.00001 3.84761 4.15241 5.99999
5.2. Structure results Table 21: Sum Of Reactions, Part 1 of 2 OutputCase DEAD LIVE
GlobalFX kN 0.000 0.000
Table 21: Sum Of Reactions, Part 1 of 2 GlobalFY GlobalFZ GlobalMX kN kN kN-m 0.000 939.487 2730.8179 0.000 0.000 0.0000
GlobalMY kN-m -0.8870 0.0000
GlobalMZ kN-m 0.0000 0.0000
Table 21: Sum Of Reactions, Part 2 of 2 Table 21: Sum Of Reactions, Part 2 of 2 OutputCase GlobalX GlobalY m m DEAD 0.00000 0.00000 LIVE 0.00000 0.00000
GlobalZ m 0.00000 0.00000
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Table 22: Nodal Displacements - Summary, Part 1 of 2 Panel
Node
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
60 1 54 79 80 ~30 ~57 9 ~54 79 80 ~37 53 ~55 56 ~32 ~36 59 1 1 54 57 67 58 9 9 55 56 66 59 53 55 55 56 ~26 59
Table 22: Nodal Displacements - Summary, Part 1 of 2 OutputCase Ux Uy Uz Rx mm mm mm Radians DEAD 0.000000 0.000000 -6.391467 0.000000 DEAD 0.000000 0.000000 -6.201174 0.000000 DEAD 0.000000 0.000000 -3.843134 0.000000 DEAD 0.000000 0.000000 -4.070793 0.000000 DEAD 0.000000 0.000000 -5.270346 0.000000 DEAD 0.000000 0.000000 -5.435083 0.000000 DEAD 0.000000 0.000000 -6.350583 0.000000 DEAD 0.000000 0.000000 -6.142713 0.000000 DEAD 0.000000 0.000000 -3.839635 0.000000 DEAD 0.000000 0.000000 -4.070793 0.000000 DEAD 0.000000 0.000000 -5.270346 0.000000 DEAD 0.000000 0.000000 -5.428356 0.000000 DEAD 0.000000 0.000000 -6.100530 0.000000 DEAD 0.000000 0.000000 -5.662275 0.000000 DEAD 0.000000 0.000000 -3.517996 0.000000 DEAD 0.000000 0.000000 -3.836909 0.000000 DEAD 0.000000 0.000000 -4.935688 0.000000 DEAD 0.000000 0.000000 -5.251182 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000
Ry Radians 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
Rz Radians 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
Table 22: Nodal Displacements - Summary, Part 2 of 2 Panel 1 2 3 4 5 6 7 8 9 10
Table 22: Nodal Displacements - Summary, Part 2 of 2 Node OutputCase GlobalX m 60 DEAD -0.15240 1 DEAD -1.00000 54 DEAD -0.99999 79 DEAD 0.00000 80 DEAD 0.00000 ~30 DEAD -0.15240 ~57 DEAD 0.00000 9 DEAD 0.00000 ~54 DEAD 0.00000 79 DEAD 0.00000
GlobalY m -0.15240 0.00000 2.00001 4.00001 5.79120 5.99999 -0.15240 0.00000 2.00001 4.00001
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Contents 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
17 March 2019 80 ~37 53 ~55 56 ~32 ~36 59 1 1 54 57 67 58 9 9 55 56 66 59 53 55 55 56 ~26 59
DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE
0.00000 0.15240 0.99999 0.99999 0.99999 0.99999 0.99999 0.99999 -1.00000 -1.00000 -0.99999 -0.99999 -0.15240 -0.99999 0.00000 0.00000 0.99999 0.99999 0.15240 0.99999 0.99999 0.99999 0.99999 0.99999 0.99999 0.99999
5.79120 5.99999 -0.30480 5.684E-17 2.99999 3.84761 5.63880 5.99999 0.00000 0.00000 2.00001 2.99999 4.15241 5.99999 0.00000 0.00000 2.00001 2.99999 4.15241 5.99999 -0.30480 2.00001 2.00001 2.99999 4.15241 5.99999
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Design
Figure 3: Finite element model
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6. Design summary This section provides design information for beams, strips, and punching checks.
6.1. Preferences Table 23: Design Preferences 01 - Resistance Factors Table 23: Design Preferences 01 Resistance Factors GammaStee GammaCon l c 0.E+00
0.E+00
Table 24: Design Preferences 02 - Rebar Cover - Slabs CoverTop
CoverBot
mm 15.000
mm 15.000
Table 24: Design Preferences 02 - Rebar Cover - Slabs BarSize InnerLayer PTCGSTop PTCGSBotE xt mm mm 18 B 25.000 40.000
PTCGSBotI nt mm 25.000
SlabType
Two Way
Table 25: Design Preferences 03 - Rebar Cover - Beams CoverTop mm 40.000
Table 25: Design Preferences 03 - Rebar Cover - Beams CoverBot BarSizeF BarSizeS PTCGSTop mm mm 40.000 28 12 50.000
PTCGSBot mm 50.000
Table 26: Design Preferences 04 - Prestress Data InitConcRat
InitTopTen
0.800000
0.360000
Table 26: Design Preferences 04 - Prestress Data InitBotTen InitExComp FinTopTen FinBotTen FinExComp 0.360000
0.540000
0.500000
0.500000
0.410000
SusExComp
LLFraction
0.340000
0.250000
6.2. Overwrites Table 27: Slab Design Overwrites 01 - Strip Based Strip CSA1 CSB1
Table 27: Slab Design Overwrites 01 - Strip Based Layer DesignType RLLF IgnorePT A B
Column Column
1.000000 1.000000
No No
RebarMat FE500 FE500
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Table 28: Slab Design Overwrites 02 - Finite Element Based, Part 1 of 2 Table 28: Slab Design Overwrites 02 - Finite Element Based, Part 1 of 2 Area RebarMat 25 26 28 31 32
FE500 FE500 FE500 FE500 FE500
Table 28: Slab Design Overwrites 02 - Finite Element Based, Part 2 of 2 Table 28: Slab Design Overwrites 02 - Finite Element Based, Part 2 of 2 Area RLLF Design IgnorePT 25 26 28 31 32
1.000000 1.000000 1.000000 1.000000 1.000000
Yes Yes Yes Yes Yes
No No No No No
Table 29: Beam Design Overwrites Line 1
Table 29: Beam Design Overwrites CoverType RLLF Section
1.000000
IgnorePT No
Table 30: Punching Shear Design Overwrites 01 - General Point 9 79 80
Table 30: Punching Shear Design Overwrites 01 - General Check LocType EffDepth ReinfType Program Determined Program Determined Program Determined
Auto
Auto
None
Auto
Auto
None
Auto
Auto
None
6.3. Slab design Table 31: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 1 of 3 Table 31: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 1 of 3 Strip SpanID Location FTopCombo FTopMomen FTopArea t
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17 March 2019 Span 1 Span 1 Span 1 Span 1 Span 1 Span 1
Start Middle End Start Middle End
DCONU1 DCONU1 DCONU1 DCONU1 DCONU1 DCONU1
kN-m -29.8604 -8.2478 -31.0965 -21.5268 -108.8406 -122.7825
mm2 212.427 58.333 221.298 161.830 841.957 954.385
Table 31: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 2 of 3 Table 31: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 2 of 3 Strip SpanID Location FBotCombo FBotMomen FBotArea t kN-m mm2 CSA1 Span 1 Start DCONU1 32.5600 231.808 CSA1 Span 1 Middle DCONU1 97.8402 709.886 CSA1 Span 1 End DCONU1 33.2539 236.795 CSB1 Span 1 Start DCONU1 85.0741 656.211 CSB1 Span 1 Middle DCONU2 0.0000 0.000 CSB1 Span 1 End DCONU2 0.0000 0.000
Table 31: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 3 of 3 Strip CSA1 CSA1 CSA1 CSB1 CSB1 CSB1
Table 31: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 3 of 3 SpanID Location VCombo VForce VArea Status kN mm2/m Span 1 Start 0.000 0.000 OK Span 1 Middle DCONU1 101.804 0.000 OK Span 1 End DCONU1 91.553 0.000 OK Span 1 Start DCONU1 62.788 0.000 OK Span 1 Middle DCONU1 9.860 0.000 OK Span 1 End DCONU1 9.860 0.000 OK
Layer A A A B B B
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IS 456-2000 Concrete Strip Design Geometric Properties
Material Properties
Combination = Overall Envelope Strip Label = CSA1 Length = 2 m Distance to Top Rebar Center = 24 mm Distance to Bot Rebar Center = 24 mm
Concrete Comp. Strength = 20 N/mm2 Concrete Modulus = 22360.68 N/mm2 Longitudinal Rebar Yield = 500 N/mm2
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IS 456-2000 Concrete Strip Design
17 March 2019
Material Properties Concrete Comp. Strength = 20 N/mm2 Concrete Modulus = 22360.68 N/mm2 Longitudinal Rebar Yield = 500 N/mm2
Geometric Properties Combination = Overall Envelope Strip Label = CSB1 Length = 2 m Distance to Top Rebar Center = 42 mm Distance to Bot Rebar Center = 42 mm
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6.4. Beam design Table 32: Concrete Beam Design Summary 01 - Flexural And Shear Data, Part 1 of 3 Table 32: Concrete Beam Design Summary 01 - Flexural And Shear Data, Part 1 of 3 Line SpanID Location FTopCombo FTopMomen FTopArea t kN-m mm2 1 Span 1 Start DCONU1 -135.3466 583.638 1 Span 1 Middle DCONU1 -246.3135 1149.015 1 Span 1 End DCONU1 -39.2209 160.062
Table 32: Concrete Beam Design Summary 01 - Flexural And Shear Data, Part 2 of 3 Table 32: Concrete Beam Design Summary 01 - Flexural And Shear Data, Part 2 of 3 Line SpanID Location FBotCombo FBotMomen FBotArea t kN-m mm2 1 Span 1 Start DCONU1 8.0683 32.404 1 Span 1 Middle 0.0000 0.000 1 Span 1 End DCONU1 15.3607 61.918
Table 32: Concrete Beam Design Summary 01 - Flexural And Shear Data, Part 3 of 3 Table 32: Concrete Beam Design Summary 01 - Flexural And Shear Data, Part 3 of 3 Line SpanID Location VCombo VForce VArea kN mm2/m 1 Span 1 Start DCONU1 241.178 887.000 1 Span 1 Middle DCONU1 82.358 394.000 1 Span 1 End DCONU1 215.881 765.000
IS 456-2000 Concrete Beam Design Page 23 of 27
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Geometric Properties Combination = Overall Envelope Beam Label = 1 Section Property = BEAM1 Length = 4.00001 m Section Width = 355.6 mm Section Depth = 650 mm Distance to Top Rebar Center = 75 mm Distance to Bot Rebar Center = 75 mm Material Properties Concrete Comp. Strength = 20 N/mm2 Concrete Modulus = 22360.68 N/mm2 Longitudinal Rebar Yield = 500 N/mm2 Shear Rebar Yield = 500 N/mm2
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6.5. Punching check/design Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 1 of 3 Point 9 79 80
Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 1 of 3 GlobalX GlobalY Location Perimeter Depth Status m m mm mm 0.00000 0.00000 Not Calculated 0.00000 4.00001 Not Calculated 0.00000 5.79120 Corner 1830.976 317.000 OK
Ratio
0.555809
Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 2 of 3 Point 9 79 80
Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 2 of 3 Combo Vu ShrStrMax Mu2 ShrStrCap kN N/mm2 kN-m N/mm2
DCONU1
-141.051
0.621414
-11.9778
1.118034
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Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 3 of 3 Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 3 of 3 Point Mu3 ReinfType NumRails StudPerRail kN-m 9 None 79 None 80 -30.0717 None
IS 456-2000 Punching Shear Check & Design Geometric Properties Combination = 0 Point Label = 80 Column Shape = Rectangular Column Location = Corner Global X-Coordinate = 0 m Global Y-Coordinate = 5.7912 m Load Punching Check Avg. Eff. Slab Thickness = 317 mm Eff. Punching Perimeter = 1830.976 mm Cover = 33 mm Conc. Comp. Strength = 20 N/mm2 Reinforcement Ratio = 0.0000 Section Inertia I22 = 1.307E+10 mm4 Section Inertia I33 = 1.137E+11 mm4 Section Inertia I23 = -2.011E+10 mm4 Shear Force = -141.051 kN Moment Mu2 = -11.9778 kN-m Moment Mu3= -30.0717 kN-m Max Design Shear Stress = 0.621414 N/mm2 Conc. Shear Stress Capacity = 1.118034 N/mm2 Punching Shear Ratio = 0.56
Column Punching Perimeter
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COMBINED PLUS ISOLATED STRAP.fdb Contents
SAFE v12.3.2 - License # 17 March 2019
Contents Model Definition............................................................................................................................................................. 5 1. Model geometry........................................................................................................................................................ 6 1.1. Connectivity....................................................................................................................................................... 6 2. Model properties....................................................................................................................................................... 7 2.1. Material properties............................................................................................................................................ 7 2.2. Section properties............................................................................................................................................. 7 2.3. Support properties............................................................................................................................................. 8 3. Model assignments................................................................................................................................................... 9 3.1. Slab assignments.............................................................................................................................................. 9 3.2. Beam assignments............................................................................................................................................ 9 3.3. Support assignments......................................................................................................................................... 9 4. Model loading.......................................................................................................................................................... 10 4.1. Load patterns.................................................................................................................................................. 10 4.2. Load cases...................................................................................................................................................... 10 4.3. Load combinations.......................................................................................................................................... 11 Analysis Results........................................................................................................................................................... 12 5. Analysis results....................................................................................................................................................... 13 5.1. Support results................................................................................................................................................ 13 5.2. Structure results.............................................................................................................................................. 13 Design.......................................................................................................................................................................... 16 6. Design summary..................................................................................................................................................... 17 6.1. Preferences..................................................................................................................................................... 17 6.2. Overwrites....................................................................................................................................................... 17 6.3. Slab design..................................................................................................................................................... 18 6.4. Beam design................................................................................................................................................... 23 6.5. Punching check/design................................................................................................................................... 26
List of Figures Figure 1: Finite element model...................................................................................................................................... 5 Figure 2: Deformed shape........................................................................................................................................... 12 Figure 3: Finite element model.................................................................................................................................... 16
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List of Tables Table 1: Concrete Slab Design Summary 02 - Span Definition Data............................................................................. 6 Table 2: Material Properties 03 - Concrete.................................................................................................................... 7 Table 3: Material Properties 04 - Rebar......................................................................................................................... 7 Table 4: Material Properties 05 - Tendon....................................................................................................................... 7 Table 5: Slab Properties 02 - Solid Slabs, Part 1 of 2........................................... Error: Reference source not found Table 5: Slab Properties 02 - Solid Slabs, Part 2 of 2........................................... Error: Reference source not found Table 6: Beam Properties 02 - Rectangular Beam........................................................................................................ 7 Table 7: Beam Properties 06 - Design Data.................................................................................................................. 8 Table 8: Column Properties 02 - Rectangular................................................................................................................ 8 Table 9: Soil Properties................................................................................................................................................. 8 Table 10: Spring Properties - Point................................................................................................................................ 8 Table 11: Spring Properties - Line................................................................................................................................. 8 Table 12: Slab Property Assignments............................................................................................................................ 9 Table 13: Beam Property Assignments......................................................................................................................... 9 Table 14: Soil Property Assignments............................................................................................................................. 9 Table 15: Load Patterns.............................................................................................................................................. 10 Table 16: Load Assignments - Point Loads, Part 1 of 2............................................................................................... 10 Table 16: Load Assignments - Point Loads, Part 2 of 2............................................................................................... 10 Table 17: Load Cases 02 - Static................................................................................................................................ 10 Table 18: Load Cases 06 - Loads Applied................................................................................................................... 10 Table 19: Load Combinations...................................................................................................................................... 11 Table 20: Soil Pressures - Summary........................................................................................................................... 13 Table 21: Sum Of Reactions, Part 1 of 2..................................................................................................................... 13 Table 21: Sum Of Reactions, Part 2 of 2..................................................................................................................... 13 Table 22: Nodal Displacements - Summary, Part 1 of 2.............................................................................................. 14 Table 22: Nodal Displacements - Summary, Part 2 of 2.............................................................................................. 14 Table 23: Design Preferences 01 - Resistance Factors.............................................................................................. 17 Table 24: Design Preferences 02 - Rebar Cover - Slabs............................................................................................. 17 Table 25: Design Preferences 03 - Rebar Cover - Beams.......................................................................................... 17 Table 26: Design Preferences 04 - Prestress Data..................................................................................................... 17 Table 27: Slab Design Overwrites 01 - Strip Based..................................................................................................... 17 Table 28: Slab Design Overwrites 02 - Finite Element Based, Part 1 of 2................................................................... 18 Table 28: Slab Design Overwrites 02 - Finite Element Based, Part 2 of 2................................................................... 18 Table 29: Beam Design Overwrites............................................................................................................................. 18 Table 30: Punching Shear Design Overwrites 01 - General........................................................................................ 18 Table 31: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 1 of 3................................................ 18 Table 31: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 2 of 3................................................ 19 Table 31: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 3 of 3................................................ 19 Table 32: Concrete Beam Design Summary 01 - Flexural And Shear Data, Part 1 of 3.............................................. 23 Table 32: Concrete Beam Design Summary 01 - Flexural And Shear Data, Part 2 of 3.............................................. 23 Table 32: Concrete Beam Design Summary 01 - Flexural And Shear Data, Part 3 of 3.............................................. 23 Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 1 of 3..................................................................... 26 Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 2 of 3..................................................................... 26 Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 3 of 3..................................................................... 27
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Model Definition
Figure 1: Finite element model
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1. Model geometry This section provides model geometry information, including items such as joint coordinates, joint restraints, and element connectivity.
1.1. Connectivity Table 1: Concrete Slab Design Summary 02 - Span Definition Data Strip CSA1 CSB1
Table 1: Concrete Slab Design Summary 02 - Span Definition Data SpanLength StartDist GlobalX1 GlobalY1 m m m m Span 1 2.00000 0.00000 -1.00000 0.00000 Span 1 2.00000 0.00000 0.00000 0.00000
SpanID
GlobalX2 m 1.00000 0.00000
GlobalY2 m 0.00000 2.00000
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2. Model properties This section provides model properties, including items such as material properties, section properties, and support properties.
2.1. Material properties Table 2: Material Properties 03 - Concrete Material M20
E N/mm2 22360.68000
Table 2: Material Properties 03 - Concrete U A UnitWt 1/C kN/m3 0.200000 9.9000E-06 2.4993E+01
Fc N/mm2 20.00000
LtWtConc No
Table 3: Material Properties 04 - Rebar Material FE500
Table 3: Material Properties 04 - Rebar E UnitWt Fy N/mm2 kN/m3 N/mm2 200000 7.6973E+01 500.00000
Fu N/mm2 500.00000
Table 4: Material Properties 05 - Tendon Material A416MGr186
Table 4: Material Properties 05 - Tendon E UnitWt Fy N/mm2 kN/m3 N/mm2 196501 7.6973E+01 1690.00000
Fu N/mm2 1860.00000
2.2. Section properties Table 5: Slab Properties 02 - Solid Slabs Slab FOOTING SLAB1 STIFF
Table 5: Slab Properties 02 - Solid Slabs Type MatProp Thickness mm Footing M20 350.000 Stiff M20 600.000 Stiff M20 350.000
Ortho No No No
Table 6: Beam Properties 02 - Rectangular Beam Beam BEAM1
Table 6: Beam Properties 02 - Rectangular Beam MatProp Depth WidthTop mm mm M20 650.000 355.600
WidthBot mm 355.600
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Table 7: Beam Properties 06 - Design Data Beam
MatRebarL
BEAM1
FE500
Table 7: Beam Properties 06 - Design Data MatRebarS FlngWOpt CoverTop mm FE500 Analysis 75.000 Property
CoverBot mm 75.000
NoDesign No
Table 8: Column Properties 02 - Rectangular Column
MatProp
COL 12"X12"
M20
Table 8: Column Properties 02 - Rectangular SecDim2 SecDim3 AutoRigid mm mm 305.000 305.000 No
AutoDrop
IncludeCap
No
No
2.3. Support properties Table 9: Soil Properties Table 9: Soil Properties Soil Subgrade kN/m3 SOIL1 2.0000E+04
Table 10: Spring Properties - Point Spring PSPR1
Ux kN/mm 0.00000
Table 10: Spring Properties - Point Uy Uz Rx Ry kN/mm kN/mm kN-mm/rad kN-mm/rad 0.00000 0.00100 0.00 0.00
Rz kN-mm/rad 0.00
NonlinOpt None (Linear)
Table 11: Spring Properties - Line Spring LSPR1
Table 11: Spring Properties - Line VertStiff RotStiff kN/mm/mm kN/rad 0.001000 1.000E-03
NonlinOpt None (Linear)
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3. Model assignments This section provides model assignments, including assignments to slabs, beams, and joints.
3.1. Slab assignments Table 12: Slab Property Assignments Table 12: Slab Property Assignments Area SlabProp 25 26 28 31 32
STIFF STIFF STIFF FOOTING FOOTING
3.2. Beam assignments Table 13: Beam Property Assignments Table 13: Beam Property Assignments Line BeamProp 1
BEAM1
3.3. Support assignments Table 14: Soil Property Assignments Table 14: Soil Property Assignments Area SoilProp 31 32
SOIL1 SOIL1
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4. Model loading This section provides model loading information, including load patterns, load cases, and load combinations.
4.1. Load patterns Table 15: Load Patterns LoadPat
Table 15: Load Patterns Type
DEAD LIVE
SelfWtMult
DEAD LIVE
1.000000 0.000000
Table 16: Load Assignments - Point Loads, Part 1 of 2 Point 9 79 80
Table 16: Load Assignments - Point Loads, Part 1 of 2 LoadPat Fx Fy kN kN DEAD 0.000 0.000 DEAD 0.000 0.000 DEAD 0.000 0.000
Fgrav kN 313.000 311.792 201.433
Table 16: Load Assignments - Point Loads, Part 2 of 2 Point 9 79 80
Table 16: Load Assignments - Point Loads, Part 2 of 2 Mx My Mz XDim kN-m kN-m kN-m mm 0.0000 0.0000 0.0000 305.000 0.0000 0.0000 0.0000 305.000 0.0000 0.0000 0.0000 305.000
YDim mm 305.000 305.000 305.000
4.2. Load cases Table 17: Load Cases 02 - Static Table 17: Load Cases 02 - Static LoadCase InitialCond DEAD LIVE
Zero Zero
AType Linear Linear
Table 18: Load Cases 06 - Loads Applied Table 18: Load Cases 06 - Loads Applied LoadCase LoadPat DEAD
DEAD
SF
1.000000
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LIVE
LIVE
1.000000
4.3. Load combinations Table 19: Load Combinations Combo
Load
DCONU1
DEAD
DCONU2
DEAD
DCONU2
LIVE
Table 19: Load Combinations SF Type DSStrength 1.40000 0 1.20000 0 1.60000 0
DSServInit
DSServNorm
DSServLong
Linear Add
Yes
No
No
No
Linear Add
Yes
No
No
No
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Analysis Results
Figure 2: Deformed shape
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5. Analysis results 5.1. Support results This section provides support results, including items such as column, support, and spring reactions, .
Table 20: Soil Pressures - Summary Panel
OutputCase
1 2 4 5 6 7 8 10 11 12 1 2 4 5 6 7 8 10 11 12
DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE
Table 20: MaxPress N/mm2 0.000000 -0.076790 -0.071430 -0.077720 -0.099590 -0.110000 -0.067190 -0.070360 -0.076740 -0.098710 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
Soil Pressures - Summary MinPress GlobalXMax GlobalYMax N/mm2 m m -0.130000 -0.15240 -0.12917 -0.120000 -0.99999 2.00001 -0.082350 -0.99999 3.84761 -0.110000 -0.99999 4.15241 -0.110000 -0.99999 5.94360 -0.130000 0.15240 8.663E-18 -0.120000 0.00000 2.00001 -0.082200 0.15240 3.84761 -0.110000 0.15240 4.15241 -0.110000 0.15240 5.94360 0.000000 -0.15240 -0.12917 0.000000 -0.99999 2.00001 0.000000 -0.99999 3.84761 0.000000 -0.99999 5.07620 0.000000 -0.15240 5.99999 0.000000 0.15240 8.663E-18 0.000000 0.00000 2.00001 0.000000 0.15240 3.84761 0.000000 0.15240 4.15241 0.000000 -0.15240 5.99999
GlobalXMin m -0.15240 -1.00000 -0.99999 -0.99999 -0.15240 0.00000 0.00000 0.15240 0.15240 -0.15240 -0.15240 -0.99999 -0.99999 -0.99999 -0.15240 0.15240 0.00000 0.15240 0.15240 -0.15240
GlobalYMin m -0.12917 0.15240 4.15241 5.94360 5.99999 -0.15240 0.15240 4.15241 5.94360 5.99999 -0.12917 2.00001 3.84761 5.07620 5.99999 8.663E-18 2.00001 3.84761 4.15241 5.99999
5.2. Structure results Table 21: Sum Of Reactions, Part 1 of 2 OutputCase DEAD LIVE
GlobalFX kN 0.000 0.000
Table 21: Sum Of Reactions, Part 1 of 2 GlobalFY GlobalFZ GlobalMX kN kN kN-m 0.000 939.487 2730.8179 0.000 0.000 0.0000
GlobalMY kN-m -0.8870 0.0000
GlobalMZ kN-m 0.0000 0.0000
Table 21: Sum Of Reactions, Part 2 of 2 Table 21: Sum Of Reactions, Part 2 of 2 OutputCase GlobalX GlobalY m m DEAD 0.00000 0.00000 LIVE 0.00000 0.00000
GlobalZ m 0.00000 0.00000
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Table 22: Nodal Displacements - Summary, Part 1 of 2 Panel
Node
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
60 1 54 79 80 ~30 ~57 9 ~54 79 80 ~37 53 ~55 56 ~32 ~36 59 1 1 54 57 67 58 9 9 55 56 66 59 53 55 55 56 ~26 59
Table 22: Nodal Displacements - Summary, Part 1 of 2 OutputCase Ux Uy Uz Rx mm mm mm Radians DEAD 0.000000 0.000000 -6.391467 0.000000 DEAD 0.000000 0.000000 -6.201174 0.000000 DEAD 0.000000 0.000000 -3.843134 0.000000 DEAD 0.000000 0.000000 -4.070793 0.000000 DEAD 0.000000 0.000000 -5.270346 0.000000 DEAD 0.000000 0.000000 -5.435083 0.000000 DEAD 0.000000 0.000000 -6.350583 0.000000 DEAD 0.000000 0.000000 -6.142713 0.000000 DEAD 0.000000 0.000000 -3.839635 0.000000 DEAD 0.000000 0.000000 -4.070793 0.000000 DEAD 0.000000 0.000000 -5.270346 0.000000 DEAD 0.000000 0.000000 -5.428356 0.000000 DEAD 0.000000 0.000000 -6.100530 0.000000 DEAD 0.000000 0.000000 -5.662275 0.000000 DEAD 0.000000 0.000000 -3.517996 0.000000 DEAD 0.000000 0.000000 -3.836909 0.000000 DEAD 0.000000 0.000000 -4.935688 0.000000 DEAD 0.000000 0.000000 -5.251182 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000 LIVE 0.000000 0.000000 0.000000 0.000000
Ry Radians 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
Rz Radians 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
Table 22: Nodal Displacements - Summary, Part 2 of 2 Panel 1 2 3 4 5 6 7 8 9 10
Table 22: Nodal Displacements - Summary, Part 2 of 2 Node OutputCase GlobalX m 60 DEAD -0.15240 1 DEAD -1.00000 54 DEAD -0.99999 79 DEAD 0.00000 80 DEAD 0.00000 ~30 DEAD -0.15240 ~57 DEAD 0.00000 9 DEAD 0.00000 ~54 DEAD 0.00000 79 DEAD 0.00000
GlobalY m -0.15240 0.00000 2.00001 4.00001 5.79120 5.99999 -0.15240 0.00000 2.00001 4.00001
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17 March 2019 80 ~37 53 ~55 56 ~32 ~36 59 1 1 54 57 67 58 9 9 55 56 66 59 53 55 55 56 ~26 59
DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE
0.00000 0.15240 0.99999 0.99999 0.99999 0.99999 0.99999 0.99999 -1.00000 -1.00000 -0.99999 -0.99999 -0.15240 -0.99999 0.00000 0.00000 0.99999 0.99999 0.15240 0.99999 0.99999 0.99999 0.99999 0.99999 0.99999 0.99999
5.79120 5.99999 -0.30480 5.684E-17 2.99999 3.84761 5.63880 5.99999 0.00000 0.00000 2.00001 2.99999 4.15241 5.99999 0.00000 0.00000 2.00001 2.99999 4.15241 5.99999 -0.30480 2.00001 2.00001 2.99999 4.15241 5.99999
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Design
Figure 3: Finite element model
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6. Design summary This section provides design information for beams, strips, and punching checks.
6.1. Preferences Table 23: Design Preferences 01 - Resistance Factors Table 23: Design Preferences 01 Resistance Factors GammaStee GammaCon l c 0.E+00
0.E+00
Table 24: Design Preferences 02 - Rebar Cover - Slabs CoverTop
CoverBot
mm 15.000
mm 15.000
Table 24: Design Preferences 02 - Rebar Cover - Slabs BarSize InnerLayer PTCGSTop PTCGSBotE xt mm mm 18 B 25.000 40.000
PTCGSBotI nt mm 25.000
SlabType
Two Way
Table 25: Design Preferences 03 - Rebar Cover - Beams CoverTop mm 40.000
Table 25: Design Preferences 03 - Rebar Cover - Beams CoverBot BarSizeF BarSizeS PTCGSTop mm mm 40.000 28 12 50.000
PTCGSBot mm 50.000
Table 26: Design Preferences 04 - Prestress Data InitConcRat
InitTopTen
0.800000
0.360000
Table 26: Design Preferences 04 - Prestress Data InitBotTen InitExComp FinTopTen FinBotTen FinExComp 0.360000
0.540000
0.500000
0.500000
0.410000
SusExComp
LLFraction
0.340000
0.250000
6.2. Overwrites Table 27: Slab Design Overwrites 01 - Strip Based Strip CSA1 CSB1
Table 27: Slab Design Overwrites 01 - Strip Based Layer DesignType RLLF IgnorePT A B
Column Column
1.000000 1.000000
No No
RebarMat FE500 FE500
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Table 28: Slab Design Overwrites 02 - Finite Element Based, Part 1 of 2 Table 28: Slab Design Overwrites 02 - Finite Element Based, Part 1 of 2 Area RebarMat 25 26 28 31 32
FE500 FE500 FE500 FE500 FE500
Table 28: Slab Design Overwrites 02 - Finite Element Based, Part 2 of 2 Table 28: Slab Design Overwrites 02 - Finite Element Based, Part 2 of 2 Area RLLF Design IgnorePT 25 26 28 31 32
1.000000 1.000000 1.000000 1.000000 1.000000
Yes Yes Yes Yes Yes
No No No No No
Table 29: Beam Design Overwrites Line 1
Table 29: Beam Design Overwrites CoverType RLLF Section
1.000000
IgnorePT No
Table 30: Punching Shear Design Overwrites 01 - General Point 9 79 80
Table 30: Punching Shear Design Overwrites 01 - General Check LocType EffDepth ReinfType Program Determined Program Determined Program Determined
Auto
Auto
None
Auto
Auto
None
Auto
Auto
None
6.3. Slab design Table 31: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 1 of 3 Table 31: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 1 of 3 Strip SpanID Location FTopCombo FTopMomen FTopArea t
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17 March 2019 Span 1 Span 1 Span 1 Span 1 Span 1 Span 1
Start Middle End Start Middle End
DCONU1 DCONU1 DCONU1 DCONU1 DCONU1 DCONU1
kN-m -29.8604 -8.2478 -31.0965 -21.5268 -108.8406 -122.7825
mm2 212.427 58.333 221.298 161.830 841.957 954.385
Table 31: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 2 of 3 Table 31: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 2 of 3 Strip SpanID Location FBotCombo FBotMomen FBotArea t kN-m mm2 CSA1 Span 1 Start DCONU1 32.5600 231.808 CSA1 Span 1 Middle DCONU1 97.8402 709.886 CSA1 Span 1 End DCONU1 33.2539 236.795 CSB1 Span 1 Start DCONU1 85.0741 656.211 CSB1 Span 1 Middle DCONU2 0.0000 0.000 CSB1 Span 1 End DCONU2 0.0000 0.000
Table 31: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 3 of 3 Strip CSA1 CSA1 CSA1 CSB1 CSB1 CSB1
Table 31: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 3 of 3 SpanID Location VCombo VForce VArea Status kN mm2/m Span 1 Start 0.000 0.000 OK Span 1 Middle DCONU1 101.804 0.000 OK Span 1 End DCONU1 91.553 0.000 OK Span 1 Start DCONU1 62.788 0.000 OK Span 1 Middle DCONU1 9.860 0.000 OK Span 1 End DCONU1 9.860 0.000 OK
Layer A A A B B B
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IS 456-2000 Concrete Strip Design Geometric Properties
Material Properties
Combination = Overall Envelope Strip Label = CSA1 Length = 2 m Distance to Top Rebar Center = 24 mm Distance to Bot Rebar Center = 24 mm
Concrete Comp. Strength = 20 N/mm2 Concrete Modulus = 22360.68 N/mm2 Longitudinal Rebar Yield = 500 N/mm2
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IS 456-2000 Concrete Strip Design
17 March 2019
Material Properties Concrete Comp. Strength = 20 N/mm2 Concrete Modulus = 22360.68 N/mm2 Longitudinal Rebar Yield = 500 N/mm2
Geometric Properties Combination = Overall Envelope Strip Label = CSB1 Length = 2 m Distance to Top Rebar Center = 42 mm Distance to Bot Rebar Center = 42 mm
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6.4. Beam design Table 32: Concrete Beam Design Summary 01 - Flexural And Shear Data, Part 1 of 3 Table 32: Concrete Beam Design Summary 01 - Flexural And Shear Data, Part 1 of 3 Line SpanID Location FTopCombo FTopMomen FTopArea t kN-m mm2 1 Span 1 Start DCONU1 -135.3466 583.638 1 Span 1 Middle DCONU1 -246.3135 1149.015 1 Span 1 End DCONU1 -39.2209 160.062
Table 32: Concrete Beam Design Summary 01 - Flexural And Shear Data, Part 2 of 3 Table 32: Concrete Beam Design Summary 01 - Flexural And Shear Data, Part 2 of 3 Line SpanID Location FBotCombo FBotMomen FBotArea t kN-m mm2 1 Span 1 Start DCONU1 8.0683 32.404 1 Span 1 Middle 0.0000 0.000 1 Span 1 End DCONU1 15.3607 61.918
Table 32: Concrete Beam Design Summary 01 - Flexural And Shear Data, Part 3 of 3 Table 32: Concrete Beam Design Summary 01 - Flexural And Shear Data, Part 3 of 3 Line SpanID Location VCombo VForce VArea kN mm2/m 1 Span 1 Start DCONU1 241.178 887.000 1 Span 1 Middle DCONU1 82.358 394.000 1 Span 1 End DCONU1 215.881 765.000
IS 456-2000 Concrete Beam Design Page 23 of 27
COMBINED PLUS ISOLATED STRAP.fdb Contents
SAFE v12.3.2 - License # 17 March 2019
Geometric Properties Combination = Overall Envelope Beam Label = 1 Section Property = BEAM1 Length = 4.00001 m Section Width = 355.6 mm Section Depth = 650 mm Distance to Top Rebar Center = 75 mm Distance to Bot Rebar Center = 75 mm Material Properties Concrete Comp. Strength = 20 N/mm2 Concrete Modulus = 22360.68 N/mm2 Longitudinal Rebar Yield = 500 N/mm2 Shear Rebar Yield = 500 N/mm2
Page 24 of 27
COMBINED PLUS ISOLATED STRAP.fdb Contents
SAFE v12.3.2 - License # 17 March 2019
Page 25 of 27
COMBINED PLUS ISOLATED STRAP.fdb
SAFE v12.3.2 - License #
Contents
17 March 2019
6.5. Punching check/design Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 1 of 3 Point 9 79 80
Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 1 of 3 GlobalX GlobalY Location Perimeter Depth Status m m mm mm 0.00000 0.00000 Not Calculated 0.00000 4.00001 Not Calculated 0.00000 5.79120 Corner 1830.976 317.000 OK
Ratio
0.555809
Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 2 of 3 Point 9 79 80
Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 2 of 3 Combo Vu ShrStrMax Mu2 ShrStrCap kN N/mm2 kN-m N/mm2
DCONU1
-141.051
0.621414
-11.9778
1.118034
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COMBINED PLUS ISOLATED STRAP.fdb
SAFE v12.3.2 - License #
Contents
17 March 2019
Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 3 of 3 Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 3 of 3 Point Mu3 ReinfType NumRails StudPerRail kN-m 9 None 79 None 80 -30.0717 None
IS 456-2000 Punching Shear Check & Design Geometric Properties Combination = 0 Point Label = 80 Column Shape = Rectangular Column Location = Corner Global X-Coordinate = 0 m Global Y-Coordinate = 5.7912 m Load Punching Check Avg. Eff. Slab Thickness = 317 mm Eff. Punching Perimeter = 1830.976 mm Cover = 33 mm Conc. Comp. Strength = 20 N/mm2 Reinforcement Ratio = 0.0000 Section Inertia I22 = 1.307E+10 mm4 Section Inertia I33 = 1.137E+11 mm4 Section Inertia I23 = -2.011E+10 mm4 Shear Force = -141.051 kN Moment Mu2 = -11.9778 kN-m Moment Mu3= -30.0717 kN-m Max Design Shear Stress = 0.621414 N/mm2 Conc. Shear Stress Capacity = 1.118034 N/mm2 Punching Shear Ratio = 0.56
Column Punching Perimeter
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