STD P-12 Design Calculation

8/19/2019 STD P-12 Design Calculation

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X

Y

License #

SAFE Analysis & Design Report

Model Name: STD.P-12.fdb

28 February 2016


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STD.P-12.fdb SAFE v12.3.2 - License #Contents 28 February 2016

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ContentsModel Definition .............................................................................................................................................................. 41. Model geometry ........................................................................................................................................................ 5

1.1. Connectivity ................................................................................................................................................... 52. Model properties ....................................................................................................................................................... 6

2.1. Material properties ......................................................................................................................................... 62.2. Section properties .......................................................................................................................................... 62.3. Support properties ......................................................................................................................................... 7

3. Model assignments ................................................................................................................................................... 83.1. Slab assignments .......................................................................................................................................... 83.2. Support assignments ..................................................................................................................................... 9

4. Model loading ......................................................................................................................................................... 104.1. Load patterns ............................................................................................................................................... 104.2. Load cases .................................................................................................................................................. 124.3. Load combinations ....................................................................................................................................... 12

Analysis Results ............................................................................................................................................................ 145. Analysis results ....................................................................................................................................................... 15

5.1. Support results ............................................................................................................................................. 15

5.2. Structure results ........................................................................................................................................... 15Design ........................................................................................................................................................................... 166. Design summary ..................................................................................................................................................... 17

6.1. Preferences ................................................................................................................................................. 176.2. Overwrites .................................................................................................................................................... 176.3. Slab design .................................................................................................................................................. 196.4. Beam design ................................................................................................................................................ 206.5. Punching check/design ................................................................................................................................ 20

List of FiguresFigure 1: Finite element model ..................................................................................................................................... 4Figure 2: Deformed shape .......................................................................................................................................... 14Figure 3: Finite element model ................................................................................................................................... 16

List of TablesTable 1: Material Properties 03 - Concrete ................................................................................................................... 6Table 2: Material Properties 04 - Rebar ....................................................................................................................... 6Table 3: Slab Properties 02 - Solid Slabs, Part 1 of 2 ......................................................................................................Table 3: Slab Properties 02 - Solid Slabs, Part 2 of 2 ......................................................................................................Table 4: Beam Properties 02 - Rectangular Beam ....................................................................................................... 6Table 5: Beam Properties 06 - Design Data ................................................................................................................. 7

Table 6: Wall Properties ............................................................................................................................................... 7Table 7: Soil Properties ................................................................................................................................................ 7Table 8: Spring Properties - Point ................................................................................................................................ 7Table 9: Spring Properties - Line .................................................................................................................................. 7Table 10: Slab Property Assignments .......................................................................................................................... 8Table 11: Soil Property Assignments ........................................................................................................................... 9Table 12: Load Patterns ............................................................................................................................................. 10Table 13: Load Assignments - Surface Loads............................................................................................................ 10Table 14: Load Assignments - Point Loads, Part 1 of 2 ............................................................................................. 11Table 14: Load Assignments - Point Loads, Part 2 of 2 ............................................................................................. 12


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STD.P-12.fdb SAFE v12.3.2 - License #List of Tables 28 February 2016

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Table 15: Load Cases 02 - Static ............................................................................................................................... 12Table 16: Load Cases 06 - Loads Applied ................................................................................................................. 12Table 17: Load Combinations ..................................................................................................................................... 12Table 18: Sum Of Reactions, Part 1 of 2 .................................................................................................................... 15Table 18: Sum Of Reactions, Part 2 of 2 .................................................................................................................... 15Table 19: Design Preferences 01 - Resistance Factors ............................................................................................. 17Table 20: Design Preferences 02 - Rebar Cover - Slabs ........................................................................................... 17Table 21: Design Preferences 03 - Rebar Cover - Beams ......................................................................................... 17Table 22: Design Preferences 04 - Prestress Data .................................................................................................... 17Table 23: Slab Design Overwrites 02 - Finite Element Based, Part 1 of 2 ................................................................. 17Table 23: Slab Design Overwrites 02 - Finite Element Based, Part 2 of 2 ................................................................. 18


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STD.P-12.fdb SAFE v12.3.2 - License #Model Definition 28 February 2016

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Model Definition

X

Y

Figure 1: Finite element model


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STD.P-12.fdb SAFE v12.3.2 - License #1. Model geometry 28 February 2016

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1. Model geometryThis section provides model geometry information, including items such as joint coordinates, joint restraints, andelement connectivity.

1.1. Connectivity


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STD.P-12.fdb SAFE v12.3.2 - License #2. Model properties 28 February 2016

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

2.1. Material properties

Table 1: Material Properties 03 - Concrete

Table 1: Material Propert ies 03 - Concrete

Material E U A UnitWt Fc LtWtConc

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

C30 24855.58151 0.200000 9.9000E-06 2.3563E+01 30.00000 No

Table 2: Material Properties 04 - Rebar

Table 2: Material Proper ties 04 - Rebar

Material E UnitWt Fy Fu

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

A615Gr60 199948 7.6973E+01 413.68547 620.52821

Fy460 199948 7.6973E+01 460.00000 460.00000

2.2. Section properties

Table 3: Slab Properties 02 - Solid Slabs

Table 3: Slab Properties 02 - Solid Slabs

Slab Type MatProp Thickness Ortho

mm

SLAB110 Slab C30 1099.998 No

SLAB15 Slab C30 150.012 No

SLAB30 Slab C30 299.999 No

Table 4: Beam Properties 02 - Rectangular Beam

Table 4: Beam Propert ies 02 - Rectangular Beam

Beam MatProp Depth WidthTop WidthBot

mm mm mm

BEAM1 C30 609.600 304.800 304.800


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STD.P-12.fdb SAFE v12.3.2 - License #2. Model properties 28 February 2016

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Table 5: Beam Propert ies 06 - Design Data

Table 5: Beam Propert ies 06 - Design Data

Beam MatRebarL MatRebarS FlngWOpt CoverTop CoverBot NoDesign

mm mm

BEAM1 A615Gr60 A615Gr60 AnalysisProperty

76.200 76.200 No

Table 6: Wall Propert ies

Table 6: Wall Properties

Wall MatProp Thickness AutoRigid OutOfPlane

mm

WALL15 C30 150.012 No Yes

2.3. Support properties

Table 7: Soil Propert ies

Table 7: Soil Properties

Soil Subgrade

kN/m3

SOIL1 1.8000E+04

Table 8: Spring Properties - Point

Table 8: Spring Properties - Point

Spring Ux Uy Uz Rx Ry Rz NonlinOptkN/mm kN/mm kN/mm kN-mm/rad kN-mm/rad kN-mm/rad

PSPR1 0.00000 0.00000 0.00018 0.00 0.00 0.00 None(Linear)

Table 9: Spring Propert ies - Line

Table 9: Spring Properties - Line

Spring VertStiff RotStiff NonlinOpt

kN/mm/mm kN/rad

LSPR1 6.895E-06 0.0044 None(Linear)


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STD.P-12.fdb SAFE v12.3.2 - License #3. Model assignments 28 February 2016

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

3.1. Slab assignments

Table 10: Slab Property Assignments

Table 10: Slab Property Ass ignmen ts

Area SlabProp

8 SLAB15

17 SLAB15

21 SLAB15

22 SLAB15

24 SLAB30

25 SLAB30

26 SLAB30

28 SLAB30

29 SLAB30

30 SLAB30

31 SLAB30

33 SLAB30

35 SLAB30

36 SLAB30

37 SLAB30

39 SLAB30

40 SLAB30

41 SLAB30

42 SLAB30

44 SLAB15

45 SLAB1546 SLAB30

48 SLAB30

49 SLAB30

50 SLAB30

51 SLAB30

53 SLAB110

54 SLAB110

56 SLAB110

57 SLAB110

58 SLAB110

59 None

60 None

61 SLAB110

63 SLAB110

64 SLAB110

65 SLAB110

66 SLAB110


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STD.P-12.fdb SAFE v12.3.2 - License #3. Model assignments 28 February 2016

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3.2. Support assignments

Table 11: Soil Property Assignments

Table 11: Soil Property Ass ignmen ts

Area Soi lProp

8 SOIL1

17 SOIL1

21 SOIL1

22 SOIL1

24 SOIL1

25 SOIL1

26 SOIL1

28 SOIL1

29 SOIL1

30 SOIL1

31 SOIL1

33 SOIL1

35 SOIL1

36 SOIL1

37 SOIL1

39 SOIL1

40 SOIL1

41 SOIL1

42 SOIL1

44 SOIL1

45 SOIL1

46 SOIL1

48 SOIL1

49 SOIL1

50 SOIL1

51 SOIL153 SOIL1

54 SOIL1

56 SOIL1

57 SOIL1

58 SOIL1

61 SOIL1

63 SOIL1

64 SOIL1

65 SOIL1

66 SOIL1


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STD.P-12.fdb SAFE v12.3.2 - License #4. Model loading 28 February 2016

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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 12: Load Patterns

Table 12: Load Patterns

LoadPat Type SelfWtMult

DEAD DEAD 1.000000

LIVE LIVE 0.000000

Table 13: Load Assignments - Surface Loads


Area LoadPat Dir Unif Load A B C

kN/m2 kN/m3 kN/m3 kN/m2

8 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

8 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

17 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

17 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

21 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

21 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

22 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

22 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

24 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

24 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

25 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

25 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.0026 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

26 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

28 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

28 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

29 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

29 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

30 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

30 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

31 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

31 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

33 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

33 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

35 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

35 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

36 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

36 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

37 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

37 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

39 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

39 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

40 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

40 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00


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Area LoadPat Dir Unif Load A B C

kN/m2 kN/m3 kN/m3 kN/m2

41 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

41 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

42 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

42 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

44 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

44 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

45 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

45 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

46 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

46 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

48 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

48 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

49 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

49 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

50 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

50 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

51 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00


53 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

54 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

54 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

56 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

56 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

57 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

57 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

58 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

58 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

61 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

61 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

63 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00


64 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

65 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

65 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

66 DEAD Gravity 2.00 0.0000E+00 0.0000E+00 0.00

66 LIVE Gravity 3.03 0.0000E+00 0.0000E+00 0.00

Table 14: Load Assignments - Point Loads, Part 1 of 2


Point LoadPat Fx Fy Fgrav

kN kN kN

98 LIVE 0.000 0.000 50.000

99 LIVE 0.000 0.000 50.000

100 LIVE 0.000 0.000 50.000

101 LIVE 0.000 0.000 50.000

111 LIVE 0.000 0.000 50.000

112 LIVE 0.000 0.000 50.000

113 LIVE 0.000 0.000 50.000

114 LIVE 0.000 0.000 50.000


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Point Mx My Mz XDim YDim

kN-m kN-m kN-m mm mm

98 0.0000 0.0000 0.0000 0.000 0.00099 0.0000 0.0000 0.0000 0.000 0.000

100 0.0000 0.0000 0.0000 0.000 0.000

101 0.0000 0.0000 0.0000 0.000 0.000

111 0.0000 0.0000 0.0000 0.000 0.000

112 0.0000 0.0000 0.0000 0.000 0.000

113 0.0000 0.0000 0.0000 0.000 0.000

114 0.0000 0.0000 0.0000 0.000 0.000

4.2. Load cases

Table 15: Load Cases 02 - Static

Table 15: Load Cases 02 - Static

LoadCase InitialCond AType

DEAD Zero Linear

LIVE Zero Linear

Table 16: Load Cases 06 - Loads Applied

Table 16: Load Cases 06 - Loads Applied

LoadCase LoadPat SF

DEAD DEAD 1.000000

LIVE LIVE 1.000000

4.3. Load combinations

Table 17: Load Combinations


Combo Load SF Type DSStrength DSServIni t DSServNorm DSServLong

DCONU1 DEAD 1.400000

Linear Add Yes No No No

DCONU2 DEAD 1.200000

Linear Add Yes No No No

DCONU2 LIVE 1.600000

SERV DEAD 1.000000

Linear Add No No No No


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Combo Load SF Type DSStrength DSServIni t DSServNorm DSServLong

SERV LIVE 1.000000

ULT DEAD 1.400000

Linear Add No No No No

ULT LIVE 1.600000


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STD.P-12.fdb SAFE v12.3.2 - License # Analysis Results 28 February 2016

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Analysis Results

X

Y

E-3

-320.

-360.

-400.

-440.

-480.

-520.

-560.

-600.

-640.

-680.

-720.

-760.

-800.

-840.

Figure 2: Deformed shape


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STD.P-12.fdb SAFE v12.3.2 - License #5. Analysis results 28 February 2016

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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, .

5.2. Structure results

Table 18: Sum Of Reactions, Part 1 of 2

Table 18: Sum Of Reactions, Part 1 of 2

OutputCase GlobalFX GlobalFY GlobalFZ GlobalMX GlobalMY GlobalMZ

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

SERV 0.000 0.000 922.857 6409.7816 2839.3193 0.0000

ULT 0.000 0.000 1394.324 9684.0469 4289.6940 0.0000

Table 18: Sum Of Reactions, Part 2 of 2Table 18: Sum Of Reactions, Part 2 of 2

OutputCase GlobalX GlobalY GlobalZ

m m m

SERV 0.00000 0.00000 0.00000

ULT 0.00000 0.00000 0.00000


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STD.P-12.fdb SAFE v12.3.2 - License #Design 28 February 2016

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Design

X

Y

Figure 3: Finite element model


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STD.P-12.fdb SAFE v12.3.2 - License #6. Design summary 28 February 2016

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

6.1. Preferences

Table 19: Design Preferences 01 - Resistance Factors

Table 19: Design Preferences 01 -Resistance Factors

PhiTen PhiComp PhiShear

0.900000 0.650000 0.750000

Table 20: Design Preferences 02 - Rebar Cover - Slabs

Table 20: Design Preferences 02 - Rebar Cover - Slabs

CoverTop CoverBot BarSize InnerLayer PTCGSTop PTCGSBotE

xt

PTCGSBotI

nt

SlabType

mm mm mm mm mm

19.050 19.050 #6 B 25.400 44.450 25.400 Two Way

Table 21: Design Preferences 03 - Rebar Cover - Beams

Table 21: Design Preferences 03 - Rebar Cover - Beams

CoverTop CoverBot BarSizeF BarSizeS PTCGSTop PTCGSBot

mm mm mm mm

38.100 38.100 #9 #4 50.800 50.800

Table 22: Design Preferences 04 - Prestress Data

Table 22: 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. Overwrites

Table 23: Slab Design Overwrites 02 - Finite Element Based, Part 1 of 2Table 23: Slab Design Overwrites 02 - Finite Element

Based, Part 1 of 2

Area RebarMat

8 A615Gr60

17 A615Gr60

21 A615Gr60

22 A615Gr60

24 A615Gr60


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Table 23: Slab Design Overwrites 02 - Finite ElementBased, Part 1 of 2

Area RebarMat

25 A615Gr60

26 A615Gr60

28 A615Gr60

29 A615Gr60

30 A615Gr60

31 A615Gr60

33 A615Gr60

35 A615Gr60

36 A615Gr60

37 A615Gr60

39 A615Gr60

40 A615Gr60

41 A615Gr60

42 A615Gr60

44 A615Gr60

45 A615Gr60

46 A615Gr60

48 A615Gr60

49 A615Gr60

50 A615Gr60

51 A615Gr60

53 A615Gr60

54 A615Gr60

56 A615Gr60

57 A615Gr60

58 A615Gr60

59 A615Gr60

60 A615Gr60

61 A615Gr60

63 A615Gr60

64 A615Gr6065 A615Gr60

66 A615Gr60

Table 23: Slab Design Overwrites 02 - Finite Element Based, Part 2 of 2

Table 23: Slab Design Overwrites 02 - Finite Element Based,Part 2 of 2

Area RLLF Design Igno rePT

8 1.000000 Yes No

17 1.000000 Yes No

21 1.000000 Yes No

22 1.000000 Yes No24 1.000000 Yes No

25 1.000000 Yes No

26 1.000000 Yes No

28 1.000000 Yes No

29 1.000000 Yes No

30 1.000000 Yes No

31 1.000000 Yes No

33 1.000000 Yes No

35 1.000000 Yes No


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Table 23: Slab Design Overwrites 02 - Finite Element Based,Part 2 of 2

Area RLLF Design Igno rePT

36 1.000000 Yes No

37 1.000000 Yes No

39 1.000000 Yes No

40 1.000000 Yes No

41 1.000000 Yes No

42 1.000000 Yes No

44 1.000000 Yes No

45 1.000000 Yes No

46 1.000000 Yes No

48 1.000000 Yes No

49 1.000000 Yes No

50 1.000000 Yes No

51 1.000000 Yes No

53 1.000000 Yes No

54 1.000000 Yes No

56 1.000000 Yes No

57 1.000000 Yes No

58 1.000000 Yes No

59 1.000000 Yes No

60 1.000000 Yes No

61 1.000000 Yes No

63 1.000000 Yes No

64 1.000000 Yes No

65 1.000000 Yes No

66 1.000000 Yes No

6.3. Slab design


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6.4. Beam design

6.5. Punching check/design


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STD P-12 Design Calculation

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