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License #

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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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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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

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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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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

Page 26 of 27

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

Page 27 of 27

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