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License #AF2

SAFE Analysis & Design Report

Model Name: clase 1.fdb

4 noviembre 2015

clase 1.fdb SAFE v12.3.1 - License #AF26. Design summary 04 noviembre 2015

Contents

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Model Definition............................................................................................................................................................. 51. Model geometry........................................................................................................................................................ 6 1.1. Connectivity....................................................................................................................................................... 62. Model properties....................................................................................................................................................... 7 2.1. Material properties............................................................................................................................................ 7 2.2. Section properties............................................................................................................................................. 7 2.3. Support properties............................................................................................................................................. 83. Model assignments................................................................................................................................................... 9 3.1. Slab assignments.............................................................................................................................................. 9 3.2. Support assignments......................................................................................................................................... 94. Model loading.......................................................................................................................................................... 10 4.1. Load patterns.................................................................................................................................................. 10 4.2. Load cases...................................................................................................................................................... 10 4.3. Load combinations.......................................................................................................................................... 11Analysis Results........................................................................................................................................................... 125. Analysis results....................................................................................................................................................... 13 5.1. Support results................................................................................................................................................ 13 5.2. Structure results.............................................................................................................................................. 13Design.......................................................................................................................................................................... 156. Design summary..................................................................................................................................................... 16 6.1. Preferences..................................................................................................................................................... 16 6.2. Overwrites....................................................................................................................................................... 16 6.3. Slab design..................................................................................................................................................... 17 6.4. Beam design................................................................................................................................................... 22 6.5. Punching check/design................................................................................................................................... 22

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List of FiguresFigure 1: Finite element model...................................................................................................................................... 5Figure 2: Deformed shape........................................................................................................................................... 12Figure 3: Finite element model.................................................................................................................................... 15

List of TablesTable 1: Concrete Slab Design Summary 02 - Span Definition Data............................................................................. 6Table 2: Material Properties 03 - Concrete.................................................................................................................... 7Table 3: Material Properties 04 - Rebar......................................................................................................................... 7Table 4: Material Properties 05 - Tendon....................................................................................................................... 7Table 5: Slab Properties 02 - Solid Slabs, Part 1 of 2........................................... Error: Reference source not foundTable 5: Slab Properties 02 - Solid Slabs, Part 2 of 2........................................... Error: Reference source not foundTable 6: Beam Properties 02 - Rectangular Beam........................................................................................................ 7Table 7: Beam Properties 06 - Design Data.................................................................................................................. 8Table 8: Soil Properties................................................................................................................................................. 8Table 9: Spring Properties - Point.................................................................................................................................. 8Table 10: Spring Properties - Line................................................................................................................................. 8Table 11: Slab Property Assignments............................................................................................................................ 9Table 12: Soil Property Assignments............................................................................................................................. 9Table 13: Load Patterns.............................................................................................................................................. 10Table 14: Load Assignments - Surface Loads............................................................................................................. 10Table 15: Load Assignments - Point Loads, Part 1 of 2............................................................................................... 10Table 15: Load Assignments - Point Loads, Part 2 of 2............................................................................................... 10Table 16: Load Cases 02 - Static................................................................................................................................ 10Table 17: Load Cases 06 - Loads Applied................................................................................................................... 11Table 18: Load Combinations...................................................................................................................................... 11Table 19: Soil Pressures - Summary........................................................................................................................... 13Table 20: Sum Of Reactions, Part 1 of 2..................................................................................................................... 13Table 20: Sum Of Reactions, Part 2 of 2..................................................................................................................... 13Table 21: Nodal Displacements - Summary, Part 1 of 2.............................................................................................. 13Table 21: Nodal Displacements - Summary, Part 2 of 2.............................................................................................. 13Table 22: Design Preferences 01 - Resistance Factors.............................................................................................. 16Table 23: Design Preferences 02 - Rebar Cover - Slabs............................................................................................. 16Table 24: Design Preferences 03 - Rebar Cover - Beams.......................................................................................... 16Table 25: Design Preferences 04 - Prestress Data..................................................................................................... 16Table 26: Slab Design Overwrites 01 - Strip Based..................................................................................................... 16Table 27: Slab Design Overwrites 02 - Finite Element Based, Part 1 of 2................................................................... 17Table 27: Slab Design Overwrites 02 - Finite Element Based, Part 2 of 2................................................................... 17Table 28: Punching Shear Design Overwrites 01 - General........................................................................................ 17Table 29: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 1 of 3................................................ 17Table 29: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 2 of 3................................................ 17Table 29: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 3 of 3................................................ 18Table 30: Concrete Slab Design 02 - Punching Shear Data, Part 1 of 3..................................................................... 22Table 30: Concrete Slab Design 02 - Punching Shear Data, Part 2 of 3..................................................................... 22Table 30: Concrete Slab Design 02 - Punching Shear Data, Part 3 of 3..................................................................... 22

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Model Definition

Figure 1: Finite element model

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1. Model geometryThis 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 DataTable 1: Concrete Slab Design Summary 02 - Span Definition Data

Strip SpanID SpanLength StartDist GlobalX1 GlobalY1 GlobalX2 GlobalY2cm cm cm cm cm cm

CSA1 Span 1 500.000 0.000 -250.000 0.000 250.000 0.000CSB1 Span 1 500.000 0.000 0.000 -250.000 0.000 250.000

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2. Model propertiesThis section provides model properties, including items such as material properties, section properties, and support properties.

2.1. Material properties

Table 2: Material Properties 03 - ConcreteTable 2: Material Properties 03 - Concrete

Material E U A UnitWt Fc LtWtConckgf/cm2 1/C kgf/cm3 kgf/cm2

CONCRETO 210 218819.78 0.200000 9.9000E-06 2.4000E-03 209.96 No

Table 3: Material Properties 04 - RebarTable 3: Material Properties 04 - Rebar

Material E UnitWt Fy Fukgf/cm2 kgf/cm3 kgf/cm2 kgf/cm2

CSA-G30.18Gr400 2039432.38 7.8490E-03 4078.86 5098.58

Table 4: Material Properties 05 - TendonTable 4: Material Properties 05 - Tendon

Material E UnitWt Fy Fukgf/cm2 kgf/cm3 kgf/cm2 kgf/cm2

A416MGr186 2003748.44 7.8490E-03 17233.20 18966.72

2.2. Section properties

Table 5: Slab Properties 02 - Solid SlabsTable 5: Slab Properties 02 - Solid Slabs

Slab Type MatProp Thickness Orthocm

FOOTING Footing CONCRETO 210 60.0000 NoSTIFF Stiff CONCRETO 210 60.0000 No

Table 6: Beam Properties 02 - Rectangular BeamTable 6: Beam Properties 02 - Rectangular Beam

Beam MatProp Depth WidthTop WidthBotcm cm cm

BEAM1 CONCRETO 210 60.0000 30.0000 30.0000

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Table 7: Beam Properties 06 - Design DataTable 7: Beam Properties 06 - Design Data

Beam MatRebarL MatRebarS FlngWOpt CoverTop CoverBot NoDesigncm cm

BEAM1 CSA-G30.18Gr400 CSA-G30.18Gr400 AnalysisProperty

7.5000 7.5000 No

2.3. Support properties

Table 8: Soil PropertiesTable 8: Soil Properties

Soil Subgradekgf/cm3

COEFICIENTE DEBALASTRO

4.0000E+00

SOIL1 2.0394E+00

Table 9: Spring Properties - PointTable 9: Spring Properties - Point

Spring Ux Uy Uz Rx Ry Rz NonlinOptkgf/cm kgf/cm kgf/cm kgf-cm/rad kgf-cm/rad kgf-cm/rad

PSPR1 0.00 0.00 1.02 0.00 0.00 0.00 None (Linear)

Table 10: Spring Properties - LineTable 10: Spring Properties - Line

Spring VertStiff RotStiff NonlinOptkgf/cm/cm kgf/rad

LSPR1 10.197 0.10 None (Linear)

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3. Model assignmentsThis section provides model assignments, including assignments to slabs, beams, and joints.

3.1. Slab assignments

Table 11: Slab Property AssignmentsTable 11: Slab Property Assignments

Area SlabProp

LOAD1 STIFFFOOTING FOOTING

3.2. Support assignments

Table 12: Soil Property AssignmentsTable 12: Soil Property Assignments

Area SoilProp

FOOTING COEFICIENTE DEBALASTRO

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4. Model loadingThis section provides model loading information, including load patterns, load cases, and load combinations.

4.1. Load patterns

Table 13: Load PatternsTable 13: Load Patterns

LoadPat Type SelfWtMult

CM DEAD 1.000000CV LIVE 0.000000

Table 14: Load Assignments - Surface LoadsTable 14: Load Assignments - Surface Loads

Area LoadPat Dir UnifLoad A B Ckgf/cm2 kgf/cm3 kgf/cm3 kgf/cm2

LOAD1 CM Gravity 4.997 0.0000E+00 0.0000E+00 0.000LOAD1 CV Gravity 7.495 0.0000E+00 0.0000E+00 0.000

Table 15: Load Assignments - Point Loads, Part 1 of 2Table 15: Load Assignments - Point Loads, Part 1 of 2

Point LoadPat Fx Fy Fgravkgf kgf kgf

9 CM 0.00 0.00 75000.009 CV 0.00 0.00 50000.00

Table 15: Load Assignments - Point Loads, Part 2 of 2Table 15: Load Assignments - Point Loads, Part 2 of 2

Point Mx My Mz XDim YDimkgf-cm kgf-cm kgf-cm cm cm

9 0.00 0.00 0.00 50.0000 50.00009 0.00 0.00 0.00 50.0000 50.0000

4.2. Load cases

Table 16: Load Cases 02 - StaticTable 16: Load Cases 02 - Static

LoadCase InitialCond AType

DEAD Zero LinearLIVE Zero Linear

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Table 17: Load Cases 06 - Loads AppliedTable 17: Load Cases 06 - Loads Applied

LoadCase LoadPat SF

DEAD CM 1.000000LIVE CV 1.000000

4.3. Load combinations

Table 18: Load CombinationsTable 18: Load Combinations

Combo Load SF Type DSStrength DSServInit DSServNorm DSServLong

COMB1 DEAD 1.000000 Linear Add No No Yes NoCOMB1 LIVE 1.000000

DCONU1 DEAD 1.400000 Linear Add Yes No No NoDCONU2 DEAD 1.200000 Linear Add Yes No No NoDCONU2 LIVE 1.600000

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Analysis Results

Figure 2: Deformed shape

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5. Analysis results

5.1. Support resultsThis section provides support results, including items such as column, support, and spring reactions, .

Table 19: Soil Pressures - SummaryTable 19: Soil Pressures - Summary

Panel OutputCase MaxPress MinPress GlobalXMax GlobalYMax GlobalXMin GlobalYMinkgf/cm2 kgf/cm2 cm cm cm cm

1 DEAD -0.37 -0.63 -250.000 250.000 0.000 0.0001 LIVE -0.17 -0.38 -250.000 250.000 0.000 0.000

5.2. Structure resultsTable 20: Sum Of Reactions, Part 1 of 2

Table 20: Sum Of Reactions, Part 1 of 2OutputCase GlobalFX GlobalFY GlobalFZ GlobalMX GlobalMY GlobalMZ

kgf kgf kgf kgf-cm kgf-cm kgf-cmDEAD 0.00 0.00 123500.00 -1.685E-05 -1.584E-05 -1.308E-20LIVE 0.00 0.00 68750.00 -9.471E-06 -9.701E-06 0.00

Table 20: Sum Of Reactions, Part 2 of 2Table 20: Sum Of Reactions, Part 2 of 2

OutputCase GlobalX GlobalY GlobalZcm cm cm

DEAD 0.000 0.000 0.000LIVE 0.000 0.000 0.000

Table 21: Nodal Displacements - Summary, Part 1 of 2Table 21: Nodal Displacements - Summary, Part 1 of 2

Panel Node OutputCase Ux Uy Uz Rx Ry Rzcm cm cm Radians Radians Radians

1 9 DEAD 0.000000 0.000000 -0.156990 0.000000 0.000000 0.0000001 9 LIVE 0.000000 0.000000 -0.094519 0.000000 0.000000 0.000000

Table 21: Nodal Displacements - Summary, Part 2 of 2Table 21: Nodal Displacements - Summary, Part 2 of 2

Panel Node OutputCase GlobalX GlobalYcm cm

1 9 DEAD 0.000 0.0001 9 LIVE 0.000 0.000

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Design

Figure 3: Finite element model

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6. Design summaryThis section provides design information for beams, strips, and punching checks.

6.1. PreferencesTable 22: Design Preferences 01 - Resistance Factors

Table 22: Design Preferences 01 -Resistance Factors

PhiTen PhiComp PhiShear

0.900000 0.650000 0.750000

Table 23: Design Preferences 02 - Rebar Cover - SlabsTable 23: Design Preferences 02 - Rebar Cover - Slabs

CoverTop CoverBot BarSize InnerLayer PTCGSTop PTCGSBotExt PTCGSBotInt SlabTypecm cm cm cm cm

1.5000 1.5000 #6 B 2.5000 4.0000 2.5000 Two Way

Table 24: Design Preferences 03 - Rebar Cover - BeamsTable 24: Design Preferences 03 - Rebar Cover - Beams

CoverTop CoverBot BarSizeF BarSizeS PTCGSTop PTCGSBotcm cm cm cm

4.0000 4.0000 #9 #4 5.0000 5.0000

Table 25: Design Preferences 04 - Prestress DataTable 25: Design Preferences 04 - Prestress Data

InitConcRat InitTopTen InitBotTen InitExComp FinTopTen FinBotTen FinExComp SusExComp LLFraction

0.800000 3.000000 3.000000 0.600000 6.000000 6.000000 0.600000 0.450000 0.500000

6.2. OverwritesTable 26: Slab Design Overwrites 01 - Strip Based

Table 26: Slab Design Overwrites 01 - Strip BasedStrip Layer DesignType RLLF IgnorePT RebarMat

CSA1 A Column 1.000000 No CSA-G30.18Gr400CSB1 B Column 1.000000 No CSA-G30.18Gr400

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Table 27: Slab Design Overwrites 02 - Finite Element Based, Part 1 of 2Table 27: Slab Design Overwrites 02 - Finite Element

Based, Part 1 of 2Area RebarMat

LOAD1 CSA-G30.18Gr400FOOTING CSA-G30.18Gr400

Table 27: Slab Design Overwrites 02 - Finite Element Based, Part 2 of 2Table 27: Slab Design Overwrites 02 - Finite Element Based,

Part 2 of 2Area RLLF Design IgnorePT

LOAD1 1.000000 Yes NoFOOTING 1.000000 Yes No

Table 28: Punching Shear Design Overwrites 01 - GeneralTable 28: Punching Shear Design Overwrites 01 - General

Point Check LocType EffDepth ReinfType

9 ProgramDetermined

Auto Auto None

6.3. Slab design

Table 29: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 1 of 3Table 29: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 1 of 3

Strip SpanID Location FTopCombo FTopMoment FTopAreakgf-cm cm2

CSA1 Span 1 Start DCONU2 -258821.35 1.2258CSA1 Span 1 Middle DCONU2 0.00 0.0000CSA1 Span 1 End DCONU2 -258821.35 1.2258CSB1 Span 1 Start DCONU2 -258821.35 1.2678CSB1 Span 1 Middle DCONU2 0.00 0.0000CSB1 Span 1 End DCONU2 -258821.35 1.2678


Strip SpanID Location FBotCombo FBotMoment FBotAreakgf-cm cm2

CSA1 Span 1 Start DCONU2 3568643.82 17.0074CSA1 Span 1 Middle DCONU2 10322795.53 49.8508CSA1 Span 1 End DCONU2 3568643.82 17.0074CSB1 Span 1 Start DCONU2 3568643.82 17.5981CSB1 Span 1 Middle DCONU2 10322795.53 51.6317CSB1 Span 1 End DCONU2 3568643.82 17.5981

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Strip SpanID Location VCombo VForce VArea Status Layerkgf cm2/cm

CSA1 Span 1 Start 0.00 0.0000 OK ACSA1 Span 1 Middle DCONU2 60742.73 0.0000 OK ACSA1 Span 1 End DCONU2 48288.92 0.0000 OK ACSB1 Span 1 Start 0.00 0.0000 OK BCSB1 Span 1 Middle DCONU2 60742.73 0.0000 OK BCSB1 Span 1 End DCONU2 48288.92 0.0000 OK B

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ACI 318-08 Concrete Strip Design

Geometric Properties

Combination = Overall EnvelopeStrip Label = CSA1Length = 500 cmDistance to Top Rebar Center = 2.4525 cmDistance to Bot Rebar Center = 2.4525 cm

Material Properties

Concrete Comp. Strength = 210 kgf/cm2Concrete Modulus = 218819.79 kgf/cm2Longitudinal Rebar Yield = 4078.86 kgf/cm2

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ACI 318-08 Concrete Strip Design


Combination = Overall EnvelopeStrip Label = CSB1Length = 500 cmDistance to Top Rebar Center = 4.3575 cmDistance to Bot Rebar Center = 4.3575 cm

Material Properties

Concrete Comp. Strength = 210 kgf/cm2Concrete Modulus = 218819.79 kgf/cm2Longitudinal Rebar Yield = 4078.86 kgf/cm2

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6.4. Beam design

6.5. Punching check/design

Table 30: Concrete Slab Design 02 - Punching Shear Data, Part 1 of 3Table 30: Concrete Slab Design 02 - Punching Shear Data, Part 1 of 3

Point GlobalX GlobalY Location Perimeter Depth Status Ratiocm cm cm cm

9 0.000 0.000 Corner 606.6150 56.5950 OK 0.762694


Point Combo Vu ShrStrMax Mu2 ShrStrCapkgf kgf/cm2 kgf-cm kgf/cm2

9 DCONU2 -131629.96 8.46 -4187245.26 11.11


Point Mu3 ReinfType NumRails StudPerRailkgf-cm

9 -4187245.26 None

ACI 318-08 Punching Shear Check& Design


Combination = 2Point Label = 9Column Shape = RectangularColumn Location = CornerGlobal X-Coordinate = 0 cmGlobal Y-Coordinate = 0 cm

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Load Punching Check

Avg. Eff. Slab Thickness = 56.595 cmEff. Punching Perimeter = 606.615 cmCover = 3.405 cmConc. Comp. Strength = 210 kgf/cm2Reinforcement Ratio = 0.0000Section Inertia I22 = 333574510 cm4Section Inertia I33 = 333574510 cm4Section Inertia I23 = 197395626 cm4Shear Force = -131629.96 kgfMoment Mu2 = -4187245.26 kgf-cmMoment Mu3= -4187245.26 kgf-cmMax Design Shear Stress = 8.5 kgf/cm2Conc. Shear Stress Capacity = 11.14 kgf/cm2Punching Shear Ratio = 0.76

Column Punching Perimeter

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