Download - 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
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
Table 12: Load Assignments - Point Loads, Part 2 of 2
Table 12: Load Assignments - Point Loads, Part 2 of 2
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
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
Table 16: Sum Of Reactions, Part 2 of 2
Table 16: Sum Of Reactions, Part 2 of 2
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
GRID H_12-13 COMBINED BASE.fdb SAFE 2014 v14.1.0 - License #*1P2DK68RGZ6PLE2 6. Design summary 13 August 2015
user Page 15 of 28
Table 22: Slab Design Overwrites 02 - Finite Element Based, Part 1 of 2
Table 22: Slab Design Overwrites 02 - Finite Element Based, Part 1 of 2
Area RebarMat
LOAD1 FE450
LOAD2 FE450
FOOTING FE450
Table 22: Slab Design Overwrites 02 - Finite Element Based, Part 2 of 2
Table 22: Slab Design Overwrites 02 - Finite Element Based, Part 2 of 2
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
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
GRID H_12-13 COMBINED BASE.fdb SAFE 2014 v14.1.0 - License #*1P2DK68RGZ6PLE2 6. Design summary 13 August 2015
user Page 16 of 28
Table 24: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 1 of 3
Strip SpanID Location FTopCombo FTopMoment
FTopArea
kN-m mm2
MSB1 Span 1 End D+L -125.7656 285.725
Table 24: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 2 of 3
Table 24: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 2 of 3
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
Table 24: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 3 of 3
Table 24: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 3 of 3
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
GRID H_12-13 COMBINED BASE.fdb SAFE 2014 v14.1.0 - License #*1P2DK68RGZ6PLE2 6. Design summary 13 August 2015
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
GRID H_12-13 COMBINED BASE.fdb SAFE 2014 v14.1.0 - License #*1P2DK68RGZ6PLE2 6. Design summary 13 August 2015
user Page 18 of 28
GRID H_12-13 COMBINED BASE.fdb SAFE 2014 v14.1.0 - License #*1P2DK68RGZ6PLE2 6. Design summary 13 August 2015
user Page 19 of 28
BS 8110-1997 Concrete Strip Design
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
Material Properties Concrete Comp. Strength = 25 N/mm2 Concrete Modulus = 26667.31234 N/mm2 Longitudinal Rebar Yield = 450 N/mm2
GRID H_12-13 COMBINED BASE.fdb SAFE 2014 v14.1.0 - License #*1P2DK68RGZ6PLE2 6. Design summary 13 August 2015
user Page 20 of 28
GRID H_12-13 COMBINED BASE.fdb SAFE 2014 v14.1.0 - License #*1P2DK68RGZ6PLE2 6. Design summary 13 August 2015
user Page 21 of 28
BS 8110-1997 Concrete Strip Design
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
Material Properties Concrete Comp. Strength = 25 N/mm2 Concrete Modulus = 26667.31234 N/mm2 Longitudinal Rebar Yield = 450 N/mm2
GRID H_12-13 COMBINED BASE.fdb SAFE 2014 v14.1.0 - License #*1P2DK68RGZ6PLE2 6. Design summary 13 August 2015
user Page 22 of 28
GRID H_12-13 COMBINED BASE.fdb SAFE 2014 v14.1.0 - License #*1P2DK68RGZ6PLE2 6. Design summary 13 August 2015
user Page 23 of 28
BS 8110-1997 Concrete Strip Design
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
Material Properties Concrete Comp. Strength = 25 N/mm2 Concrete Modulus = 26667.31234 N/mm2 Longitudinal Rebar Yield = 450 N/mm2
GRID H_12-13 COMBINED BASE.fdb SAFE 2014 v14.1.0 - License #*1P2DK68RGZ6PLE2 6. Design summary 13 August 2015
user Page 24 of 28
GRID H_12-13 COMBINED BASE.fdb SAFE 2014 v14.1.0 - License #*1P2DK68RGZ6PLE2 6. Design summary 13 August 2015
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
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
Table 25: Concrete Slab Design 02 - Punching Shear Data, Part 2 of 3
Table 25: Concrete Slab Design 02 - Punching Shear Data, Part 2 of 3
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
Table 25: Concrete Slab Design 02 - Punching Shear Data, Part 3 of 3
Table 25: Concrete Slab Design 02 - Punching Shear Data, Part 3 of 3
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
GRID H_12-13 COMBINED BASE.fdb SAFE 2014 v14.1.0 - License #*1P2DK68RGZ6PLE2 6. Design summary 13 August 2015
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
GRID H_12-13 COMBINED BASE.fdb SAFE 2014 v14.1.0 - License #*1P2DK68RGZ6PLE2 6. Design summary 13 August 2015
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
GRID H_12-13 COMBINED BASE.fdb SAFE 2014 v14.1.0 - License #*1P2DK68RGZ6PLE2 6. Design summary 13 August 2015
user Page 28 of 28