Grid H-12_13 Design Report

X

Y

License #*1P2DK68RGZ6PLE2

SAFE Analysis & Design Report

Prepared by

user

Model Name: GRID H_12-13 COMBINED BASE.fdb

13 August 2015

GRID H_12-13 COMBINED BASE.fdb SAFE 2014 v14.1.0 - License #*1P2DK68RGZ6PLE2 Contents 13 August 2015

user Page 2 of 28

Contents Model Definition .............................................................................................................................................................. 4 1. Model geometry ........................................................................................................................................................ 5 1.1. Connectivity ................................................................................................................................................... 5 2. Model properties ....................................................................................................................................................... 6 2.1. Material properties ......................................................................................................................................... 6 2.2. Section properties .......................................................................................................................................... 6 2.3. Support properties ......................................................................................................................................... 6 3. Model assignments ................................................................................................................................................... 8 3.1. Slab assignments .......................................................................................................................................... 8 3.2. Support assignments ..................................................................................................................................... 8 4. Model loading ........................................................................................................................................................... 9 4.1. Load patterns ................................................................................................................................................. 9 4.2. Load cases .................................................................................................................................................... 9 4.3. Load combinations ....................................................................................................................................... 10 Analysis Results ............................................................................................................................................................ 11 5. Analysis results ....................................................................................................................................................... 12 5.1. Support results ............................................................................................................................................. 12 5.2. Structure results ........................................................................................................................................... 12 Design ........................................................................................................................................................................... 13 6. Design summary ..................................................................................................................................................... 14 6.1. Preferences ................................................................................................................................................. 14 6.2. Overwrites .................................................................................................................................................... 14 6.3. Slab design .................................................................................................................................................. 15 6.4. Beam design ................................................................................................................................................ 25 6.5. Punching check/design ................................................................................................................................ 25

List of Figures Figure 1: Finite element model ..................................................................................................................................... 4 Figure 2: Deformed shape .......................................................................................................................................... 11 Figure 3: Finite element model ................................................................................................................................... 13

List of Tables Table 1: Concrete Slab Design Summary 02 - Span Definition Data ........................................................................... 5 Table 2: Material Properties 03 - Concrete ................................................................................................................... 6 Table 3: Material Properties 04 - Rebar ....................................................................................................................... 6 Table 4: Material Properties 05 - Tendon ..................................................................................................................... 6 Table 5: Slab Properties 02 - Solid Slabs, Part 1 of 2 .................................................. Error! Bookmark not defined. Table 5: Slab Properties 02 - Solid Slabs, Part 2 of 2 .................................................. Error! Bookmark not defined. Table 6: Soil Properties ................................................................................................................................................ 7 Table 7: Spring Properties - Point ................................................................................................................................ 7 Table 8: Spring Properties - Line .................................................................................................................................. 7 Table 9: Slab Property Assignments ............................................................................................................................ 8 Table 10: Soil Property Assignments ........................................................................................................................... 8 Table 11: Load Patterns ............................................................................................................................................... 9 Table 12: Load Assignments - Point Loads, Part 1 of 2 ............................................................................................... 9 Table 12: Load Assignments - Point Loads, Part 2 of 2 ............................................................................................... 9 Table 13: Load Cases 02 - Static ................................................................................................................................. 9 Table 14: Load Cases 06 - Loads Applied ................................................................................................................. 10

GRID H_12-13 COMBINED BASE.fdb SAFE 2014 v14.1.0 - License #*1P2DK68RGZ6PLE2 List of Tables 13 August 2015

user Page 3 of 28

Table 15: Load Combinations ..................................................................................................................................... 10 Table 16: Sum Of Reactions, Part 1 of 2 .................................................................................................................... 12 Table 16: Sum Of Reactions, Part 2 of 2 .................................................................................................................... 12 Table 17: Design Preferences 01 - Resistance Factors ............................................................................................. 14 Table 18: Design Preferences 02 - Rebar Cover - Slabs ........................................................................................... 14 Table 19: Design Preferences 03 - Rebar Cover - Beams ......................................................................................... 14 Table 20: Design Preferences 04 - Prestress Data .................................................................................................... 14 Table 21: Slab Design Overwrites 01 - Strip Based ................................................................................................... 14 Table 22: Slab Design Overwrites 02 - Finite Element Based, Part 1 of 2 ................................................................. 15 Table 22: Slab Design Overwrites 02 - Finite Element Based, Part 2 of 2 ................................................................. 15 Table 23: Punching Shear Design Overwrites 01 - General ...................................................................................... 15 Table 24: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 1 of 3.............................................. 15 Table 24: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 2 of 3.............................................. 16 Table 24: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 3 of 3.............................................. 16 Table 25: Concrete Slab Design 02 - Punching Shear Data, Part 1 of 3 ................................................................... 25 Table 25: Concrete Slab Design 02 - Punching Shear Data, Part 2 of 3 ................................................................... 25 Table 25: Concrete Slab Design 02 - Punching Shear Data, Part 3 of 3 ................................................................... 25

GRID H_12-13 COMBINED BASE.fdb SAFE 2014 v14.1.0 - License #*1P2DK68RGZ6PLE2 Model Definition 13 August 2015

user Page 4 of 28

Model Definition

X

Y

Figure 1: Finite element model

GRID H_12-13 COMBINED BASE.fdb SAFE 2014 v14.1.0 - License #*1P2DK68RGZ6PLE2 1. Model geometry 13 August 2015

user Page 5 of 28

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

Table 1: Concrete Slab Design Summary 02 - Span Definition Data

Strip SpanID SpanLength StartDist GlobalX1 GlobalY1 GlobalX2 GlobalY2

m m m m m m

CSA1 Span 1 5.60000 1.20000 0.00000 0.00000 5.60000 0.00000

CSB1 Span 1 4.20000 0.00000 0.00000 -2.10000 0.00000 2.10000

CSB2 Span 1 4.20000 0.00000 5.60000 -2.10000 5.60000 2.10000

MSB1 Span 1 4.20000 0.00000 2.80000 -2.10000 2.80000 2.10000

GRID H_12-13 COMBINED BASE.fdb SAFE 2014 v14.1.0 - License #*1P2DK68RGZ6PLE2 2. Model properties 13 August 2015

user Page 6 of 28

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

Table 2: Material Properties 03 - Concrete

Material E U A UnitWt Fc LtWtConc

N/mm2 1/C kN/m3 N/mm2

M25 26667.31234 0.200000 9.9000E-06 2.3563E+01 25.00000 No

Table 3: Material Properties 04 - Rebar

Table 3: Material Properties 04 - Rebar

Material E UnitWt Fy Fu

N/mm2 kN/m3 N/mm2 N/mm2

FE450 200000 7.6973E+01 450.00000 500.00000

Table 4: Material Properties 05 - Tendon

Table 4: Material Properties 05 - Tendon

Material E UnitWt Fy Fu

N/mm2 kN/m3 N/mm2 N/mm2

A416MGr186 196501 7.6973E+01 1690.00000 1860.00000

2.2. Section properties

Table 5: Slab Properties 02 - Solid Slabs

Table 5: Slab Properties 02 - Solid Slabs

Slab Type MatProp Thickness Ortho

mm

FOOTING Footing M25 1200.000 No

STIFF Stiff M25 1200.000 No

2.3. Support properties

GRID H_12-13 COMBINED BASE.fdb SAFE 2014 v14.1.0 - License #*1P2DK68RGZ6PLE2 2. Model properties 13 August 2015

user Page 7 of 28

Table 6: Soil Properties

Table 6: Soil Properties

Soil Subgrade

kN/m3

SOIL 4.8000E+04

Table 7: Spring Properties - Point

Table 7: Spring Properties - Point

Spring Ux Uy Uz Rx Ry Rz NonlinOpt

kN/mm kN/mm kN/mm kN-mm/rad kN-mm/rad kN-mm/rad

PSPR1 0.00000 0.00000 0.00100 0.00 0.00 0.00 None (Linear)

Table 8: Spring Properties - Line

Table 8: Spring Properties - Line

Spring VertStiff RotStiff NonlinOpt

kN/mm/mm kN/rad

LSPR1 0.001000 1.000E-003 None (Linear)

GRID H_12-13 COMBINED BASE.fdb SAFE 2014 v14.1.0 - License #*1P2DK68RGZ6PLE2 3. Model assignments 13 August 2015

user Page 8 of 28

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

3.1. Slab assignments

Table 9: Slab Property Assignments

Table 9: Slab Property Assignments

Area SlabProp

LOAD1 STIFF

LOAD2 STIFF

FOOTING FOOTING

3.2. Support assignments

Table 10: Soil Property Assignments

Table 10: Soil Property Assignments

Area SoilProp

FOOTING SOIL

GRID H_12-13 COMBINED BASE.fdb SAFE 2014 v14.1.0 - License #*1P2DK68RGZ6PLE2 4. Model loading 13 August 2015

user Page 9 of 28

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

4.1. Load patterns

Table 11: Load Patterns

Table 11: Load Patterns

LoadPat Type SelfWtMult

DEAD DEAD 1.000000

LIVE LIVE 0.000000

Table 12: Load Assignments - Point Loads, Part 1 of 2


Point LoadPat Fx Fy Fgrav

kN kN kN

13 DEAD 0.000 0.000 641.000

13 LIVE 0.000 0.000 280.000

14 DEAD 0.000 0.000 1642.000

14 LIVE 0.000 0.000 842.000



Point Mx My Mz XDim YDim

kN-m kN-m kN-m mm mm

13 0.0000 0.0000 0.0000 600.000 600.000

13 0.0000 0.0000 0.0000 600.000 600.000

14 0.0000 0.0000 0.0000 600.000 600.000

14 0.0000 0.0000 0.0000 600.000 600.000

4.2. Load cases

Table 13: Load Cases 02 - Static

Table 13: Load Cases 02 - Static

LoadCase InitialCond AType

DEAD Zero Linear

LIVE Zero Linear

GRID H_12-13 COMBINED BASE.fdb SAFE 2014 v14.1.0 - License #*1P2DK68RGZ6PLE2 4. Model loading 13 August 2015

user Page 10 of 28

Table 14: Load Cases 06 - Loads Applied

Table 14: Load Cases 06 - Loads Applied

LoadCase LoadPat SF

DEAD DEAD 1.000000

LIVE LIVE 1.000000

4.3. Load combinations

Table 15: Load Combinations

Table 15: Load Combinations

Combo Load SF Type DSStrength DSServInit DSServNorm DSServLong

D+L DEAD 1.400000

Linear Add Yes No No No

D+L LIVE 1.600000

GRID H_12-13 COMBINED BASE.fdb SAFE 2014 v14.1.0 - License #*1P2DK68RGZ6PLE2 Analysis Results 13 August 2015

user Page 11 of 28

Analysis Results

X

Y

Figure 2: Deformed shape

GRID H_12-13 COMBINED BASE.fdb SAFE 2014 v14.1.0 - License #*1P2DK68RGZ6PLE2 5. Analysis results 13 August 2015

user Page 12 of 28

5. Analysis results

5.1. Support results

This section provides support results, including items such as column, support, and spring reactions, .

5.2. Structure results

Table 16: Sum Of Reactions, Part 1 of 2


OutputCase GlobalFX GlobalFY GlobalFZ GlobalMX GlobalMY GlobalMZ

kN kN kN kN-m kN-m kN-m

D+L 0.000 0.000 6370.182 -3.075E-007 -24278.1894 0.0000



OutputCase GlobalX GlobalY GlobalZ

m m m

D+L 0.00000 0.00000 0.00000

GRID H_12-13 COMBINED BASE.fdb SAFE 2014 v14.1.0 - License #*1P2DK68RGZ6PLE2 Design 13 August 2015

user Page 13 of 28

Design

X

Y

Figure 3: Finite element model

GRID H_12-13 COMBINED BASE.fdb SAFE 2014 v14.1.0 - License #*1P2DK68RGZ6PLE2 6. Design summary 13 August 2015

user Page 14 of 28

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

6.1. Preferences

Table 17: Design Preferences 01 - Resistance Factors

Table 17: Design Preferences 01 - Resistance Factors

GammaSteel

GammaConc

GammaShear

0E+000 0E+000 0E+000

Table 18: Design Preferences 02 - Rebar Cover - Slabs

Table 18: Design Preferences 02 - Rebar Cover - Slabs

CoverTop CoverBot BarSize InnerLayer PTCGSTop PTCGSBotExt

PTCGSBotInt

SlabType

mm mm mm mm mm

50.000 50.000 16 B 25.000 40.000 25.000 Two Way

Table 19: Design Preferences 03 - Rebar Cover - Beams

Table 19: Design Preferences 03 - Rebar Cover - Beams

CoverTop CoverBot BarSizeF BarSizeS PTCGSTop PTCGSBot

mm mm mm mm

40.000 40.000 25 12 50.000 50.000

Table 20: Design Preferences 04 - Prestress Data

Table 20: Design Preferences 04 - Prestress Data

UserStress InitConcRat LLFraction

No 0.800000 0.500000

6.2. Overwrites

Table 21: Slab Design Overwrites 01 - Strip Based

Table 21: Slab Design Overwrites 01 - Strip Based

Strip Layer DesignType RLLF IgnorePT RebarMat

CSA1 A Column 1.000000 No FE450

CSB1 B Column 1.000000 No FE450

CSB2 B Column 1.000000 No FE450

MSB1 B Middle 1.000000 No FE450


user Page 15 of 28

Table 22: Slab Design Overwrites 02 - Finite Element Based, Part 1 of 2


Area RebarMat

LOAD1 FE450

LOAD2 FE450

FOOTING FE450



Area RLLF Design IgnorePT

LOAD1 1.000000 Yes No

LOAD2 1.000000 Yes No

FOOTING 1.000000 Yes No

Table 23: Punching Shear Design Overwrites 01 - General

Table 23: Punching Shear Design Overwrites 01 - General

Point Check LocType EffDepth ReinfType

13 Program Determined

Auto Auto None

14 Program Determined

Auto Auto None

6.3. Slab design

Table 24: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 1 of 3


Strip SpanID Location FTopCombo FTopMoment

FTopArea

kN-m mm2

CSA1 Span 1 Start D+L -1084.2253 2448.162

CSA1 Span 1 Middle D+L -1727.5045 3921.981

CSA1 Span 1 End D+L -1125.3343 2541.863

CSB1 Span 1 Start D+L -6.2914 0.000

CSB1 Span 1 Middle 0.0000 0.000

CSB1 Span 1 End D+L -0.7330 0.000

CSB2 Span 1 Start D+L -40.6241 0.000

CSB2 Span 1 Middle 0.0000 0.000

CSB2 Span 1 End D+L -5.2259 0.000

MSB1 Span 1 Start D+L -125.7656 285.725

MSB1 Span 1 Middle 0.0000 0.000


user Page 16 of 28


Strip SpanID Location FTopCombo FTopMoment

FTopArea

kN-m mm2

MSB1 Span 1 End D+L -125.7656 285.725



Strip SpanID Location FBotCombo FBotMoment

FBotArea

kN-m mm2

CSA1 Span 1 Start D+L 164.6772 369.094

CSA1 Span 1 Middle D+L 0.0000 0.000

CSA1 Span 1 End D+L 349.1659 784.016

CSB1 Span 1 Start D+L 130.7944 297.615

CSB1 Span 1 Middle D+L 348.5835 796.627

CSB1 Span 1 End D+L 130.7944 297.615

CSB2 Span 1 Start D+L 294.7709 672.923

CSB2 Span 1 Middle D+L 795.9016 1835.493

CSB2 Span 1 End D+L 294.7709 672.923

MSB1 Span 1 Start D+L 355.4279 808.989

MSB1 Span 1 Middle D+L 355.4279 808.989

MSB1 Span 1 End D+L 355.4279 808.989



Strip SpanID Location VCombo VForce VArea Status Layer

kN mm2/m

CSA1 Span 1 Start D+L 27.625 0.000 OK A

CSA1 Span 1 Middle D+L 34.208 0.000 OK A

CSA1 Span 1 End D+L 678.573 0.000 OK A

CSB1 Span 1 Start D+L 100.249 0.000 OK B

CSB1 Span 1 Middle D+L 165.575 0.000 OK B

CSB1 Span 1 End D+L 100.249 0.000 OK B

CSB2 Span 1 Start D+L 288.941 0.000 OK B

CSB2 Span 1 Middle D+L 456.792 0.000 OK B

CSB2 Span 1 End D+L 288.941 0.000 OK B

MSB1 Span 1 Start D+L 213.513 0.000 OK B

MSB1 Span 1 Middle D+L 184.664 0.000 OK B

MSB1 Span 1 End D+L 184.664 0.000 OK B


user Page 17 of 28

BS 8110-1997 Concrete Strip Design

Geometric Properties Combination = Overall Envelope Strip Label = CSA1 Length = 8 m Distance to Top Rebar Center = 58 mm Distance to Bot Rebar Center = 58 mm

Material Properties Concrete Comp. Strength = 25 N/mm2 Concrete Modulus = 26667.31234 N/mm2 Longitudinal Rebar Yield = 450 N/mm2


user Page 18 of 28


user Page 19 of 28


Geometric Properties Combination = Overall Envelope Strip Label = CSB1 Length = 4.2 m Distance to Top Rebar Center = 74 mm Distance to Bot Rebar Center = 74 mm



user Page 20 of 28


user Page 21 of 28


Geometric Properties Combination = Overall Envelope Strip Label = MSB1 Length = 4.2 m Distance to Top Rebar Center = 74 mm Distance to Bot Rebar Center = 74 mm



user Page 22 of 28


user Page 23 of 28


Geometric Properties Combination = Overall Envelope Strip Label = CSB2 Length = 4.2 m Distance to Top Rebar Center = 74 mm Distance to Bot Rebar Center = 74 mm



user Page 24 of 28


user Page 25 of 28

6.4. Beam design

6.5. Punching check/design

Table 25: Concrete Slab Design 02 - Punching Shear Data, Part 1 of 3


Point GlobalX GlobalY Location Perimeter Depth Status Ratio

m m mm mm

13 0.00000 0.00000 Corner 7402.500 1134.000 OK 0.491577

14 5.60000 0.00000 Corner 7402.500 1134.000 OK 0.761396



Point Combo Vu Gamma_v2 Gamma_v3 ShrStrMax Mu2 ShrStrCap

kN N/mm2 kN-m N/mm2

13 D+L -543.083 0.429650 0.371065 0.127215 -665.3720 0.258789

14 D+L -921.266 0.429650 0.371065 0.197041 -46.9698 0.258789



Point Mu3 ReinfType UnbalMu2 UnbalMu3 NumRails StudPerRail

kN-m kN-m kN-m

13 -2901.5688 None -285.8770 -1076.6710

14 3747.4927 None -20.1806 1390.5639


user Page 26 of 28

BS 8110-1997 Punching Shear Check & Design

Geometric Properties Combination = 0 Point Label = 13 Column Shape = Rectangular Column Location = Corner Global X-Coordinate = 0 m Global Y-Coordinate = 0 m Load Punching Check Avg. Eff. Slab Thickness = 1134 mm Eff. Punching Perimeter = 7402.5 mm Cover = 66 mm Conc. Comp. Strength = 25 N/mm2 Reinforcement Ratio = 0.0003 Section Width x-22 = 3251.25 mm Section Width x-33 = 4151.25 mm Gamma_v2 = 0.42965 Gamma_v3 = 0.371065 Moment Mu2 = -665.372 kN-m Moment Mu3= -2901.5688 kN-m Shear Force = -543.083 kN Unbalanced Moment Mu2 = -285.877 kN-m Unbalanced Moment Mu3= -1076.671 kN-m

Column Punching Perimeter


user Page 27 of 28

BS 8110-1997 Punching Shear Check & Design

Geometric Properties Combination = 0 Point Label = 14 Column Shape = Rectangular Column Location = Corner Global X-Coordinate = 5.6 m Global Y-Coordinate = 0 m Load Punching Check Avg. Eff. Slab Thickness = 1134 mm Eff. Punching Perimeter = 7402.5 mm Cover = 66 mm Conc. Comp. Strength = 25 N/mm2 Reinforcement Ratio = 0.0006 Section Width x-22 = 3251.25 mm Section Width x-33 = 4151.25 mm Gamma_v2 = 0.42965 Gamma_v3 = 0.371065 Moment Mu2 = -46.9698 kN-m Moment Mu3= 3747.4927 kN-m Shear Force = -921.266 kN Unbalanced Moment Mu2 = -20.1806 kN-m Unbalanced Moment Mu3= 1390.5639 kN-m

Column Punching Perimeter


user Page 28 of 28

Documents

Grid H-12_13 Design Report