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EJERCICIO DE SAFE
Citation preview
License #*1MEFP98KFYKXYA5
Prepared for
WENDY JOY BARRIOS TORREJON
SAFE Analysis & Design Report
Model Name: EJEMPLO1.fdb
9 abril 2015
EJEMPLO1.fdb SAFE 2014 v14.0.0 - License #*1MEFP98KFYKXYA5 Contents 09 abril 2015
Page 2 of 96
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 .................................................................................................................................... 7 3. Model assignments ............................................................................................................................................. 9 3.1. Slab assignments ..................................................................................................................................... 9 3.2. Beam assignments ................................................................................................................................... 9 3.3. Support assignments .............................................................................................................................. 10 4. Model loading ................................................................................................................................................... 12 4.1. Load patterns ......................................................................................................................................... 12 4.2. Load cases ............................................................................................................................................. 16 4.3. Load combinations ................................................................................................................................. 17 Analysis Results ..................................................................................................................................................... 22 5. Analysis results ................................................................................................................................................. 23 5.1. Support results ....................................................................................................................................... 23 5.2. Structure results ..................................................................................................................................... 26 Design .................................................................................................................................................................... 35 6. Design summary ............................................................................................................................................... 36 6.1. Preferences ............................................................................................................................................ 36 6.2. Overwrites .............................................................................................................................................. 37 6.3. Slab design ............................................................................................................................................ 39 6.4. Beam design .......................................................................................................................................... 40 6.5. Punching check/design ........................................................................................................................... 92
List of Figures Figure 1: Finite element model ................................................................................................................................ 4 Figure 2: Deformed shape .................................................................................................................................... 22 Figure 3: Finite element model .............................................................................................................................. 35
List of Tables Table 1: Material Properties 03 - Concrete .............................................................................................................. 6 Table 2: Material Properties 04 - Rebar ................................................................................................................... 6 Table 3: Material Properties 05 - Tendon ................................................................................................................ 6 Table 4: Slab Properties 02 - Solid Slabs, Part 1 of 2 ................................................ Error! Marcador no definido. Table 4: Slab Properties 02 - Solid Slabs, Part 2 of 2 ................................................ Error! Marcador no definido. Table 5: Beam Properties 02 - Rectangular Beam ................................................................................................... 7 Table 6: Beam Properties 06 - Design Data ............................................................................................................ 7 Table 7: Column Properties 02 - Rectangular .......................................................................................................... 7 Table 8: Wall Properties .......................................................................................................................................... 7 Table 9: Soil Properties ........................................................................................................................................... 7 Table 10: Spring Properties - Point.......................................................................................................................... 8 Table 11: Spring Properties - Line ........................................................................................................................... 8 Table 12: Slab Property Assignments ..................................................................................................................... 9 Table 13: Slab Local Axes ...................................................................................................................................... 9 Table 14: Beam Property Assignments ................................................................................................................. 10
EJEMPLO1.fdb SAFE 2014 v14.0.0 - License #*1MEFP98KFYKXYA5 List of Tables 09 abril 2015
Page 3 of 96
Table 15: Soil Property Assignments ..................................................................................................................... 10 Table 16: Load Patterns ........................................................................................................................................ 12 Table 17: Load Assignments - Point Loads, Part 1 of 2 ......................................................................................... 12 Table 17: Load Assignments - Point Loads, Part 2 of 2 ......................................................................................... 14 Table 18: Load Cases 02 - Static .......................................................................................................................... 16 Table 19: Load Cases 06 - Loads Applied ............................................................................................................. 16 Table 20: Load Combinations ............................................................................................................................... 17 Table 21: Soil Pressures - Summary ..................................................................................................................... 23 Table 22: Sum Of Reactions, Part 1 of 2 ............................................................................................................... 26 Table 22: Sum Of Reactions, Part 2 of 2 ............................................................................................................... 27 Table 23: Nodal Displacements - Summary, Part 1 of 2 ......................................................................................... 27 Table 23: Nodal Displacements - Summary, Part 2 of 2 ......................................................................................... 31 Table 24: Design Preferences 01 - Resistance Factors ......................................................................................... 36 Table 25: Design Preferences 02 - Rebar Cover - Slabs ....................................................................................... 36 Table 26: Design Preferences 03 - Rebar Cover - Beams ..................................................................................... 36 Table 27: Design Preferences 04 - Prestress Data, Part 1 of 2 .............................................................................. 36 Table 27: Design Preferences 04 - Prestress Data, Part 2 of 2 .............................................................................. 36 Table 28: Slab Design Overwrites 02 - Finite Element Based, Part 1 of 2 .............................................................. 37 Table 28: Slab Design Overwrites 02 - Finite Element Based, Part 2 of 2 .............................................................. 37 Table 29: Beam Design Overwrites ....................................................................................................................... 38 Table 30: Punching Shear Design Overwrites 01 - General ................................................................................... 38 Table 31: Concrete Beam Design Summary 01 - Flexural And Shear Data, Part 1 of 3 .......................................... 40 Table 31: Concrete Beam Design Summary 01 - Flexural And Shear Data, Part 2 of 3 .......................................... 41 Table 31: Concrete Beam Design Summary 01 - Flexural And Shear Data, Part 3 of 3 .......................................... 42 Table 32: Concrete Slab Design 02 - Punching Shear Data, Part 1 of 3 ................................................................. 92 Table 32: Concrete Slab Design 02 - Punching Shear Data, Part 2 of 3 ................................................................. 93 Table 32: Concrete Slab Design 02 - Punching Shear Data, Part 3 of 3 ................................................................. 93
EJEMPLO1.fdb SAFE 2014 v14.0.0 - License #*1MEFP98KFYKXYA5 Model Definition 09 abril 2015
Page 4 of 96
Model Definition
Figure 1: Finite element model
EJEMPLO1.fdb SAFE 2014 v14.0.0 - License #*1MEFP98KFYKXYA5 1. Model geometry 09 abril 2015
Page 5 of 96
1. Model geometry This section provides model geometry information, including items such as joint coordinates, joint restraints, and element connectivity.
1.1. Connectivity
EJEMPLO1.fdb SAFE 2014 v14.0.0 - License #*1MEFP98KFYKXYA5 2. Model properties 09 abril 2015
Page 6 of 96
2. Model properties This section provides model properties, including items such as material properties, section properties, and support properties.
2.1. Material properties
Table 1: Material Properties 03 - Concrete
Table 1: Material Properties 03 - Concrete
Material E U A UnitWt Fc LtWtConc
kgf/cm2 1/C kgf/cm3 kgf/cm2
FC210 217370.65 0.200000 9.9000E-06 2.4000E-03 210.00 No
MAT1 250998.00 0.300000 9.9000E-06 0.0000E+00 280.00 No
Table 2: Material Properties 04 - Rebar
Table 2: Material Properties 04 - Rebar
Material E UnitWt Fy Fu
kgf/cm2 kgf/cm3 kgf/cm2 kgf/cm2
CSA-G30.18Gr4
00
2039432.38 7.8490E-03 4078.86 5098.58
MAT2 2039432.38 7.8490E-03 4218.00 5272.50
Table 3: Material Properties 05 - Tendon
Table 3: Material Properties 05 - Tendon
Material E UnitWt Fy Fu
kgf/cm2 kgf/cm3 kgf/cm2 kgf/cm2
A416MGr186 2003748.43 7.8490E-03 17233.20 18966.72
2.2. Section properties
Table 4: Slab Properties 02 - Solid Slabs
Table 4: Slab Properties 02 - Solid Slabs
Slab Type MatProp Thickness Ortho
cm
SLAB1 Slab FC210 20.0000 No
ZAPATA Slab FC210 70.0000 No
ZAPATA-2 Slab FC210 120.0000 No
EJEMPLO1.fdb SAFE 2014 v14.0.0 - License #*1MEFP98KFYKXYA5 2. Model properties 09 abril 2015
Page 7 of 96
Table 5: Beam Properties 02 - Rectangular Beam
Table 5: Beam Properties 02 - Rectangular Beam
Beam MatProp Depth WidthTop WidthBot
cm cm cm
BEAM1 FC210 60.0000 30.0000 30.0000
P20-W MAT1 300.0000 20.0000 20.0000
VIGA30X110 FC210 110.0000 30.0000 30.0000
VIGA30X80 FC210 80.0000 30.0000 30.0000
VIGA30X90 FC210 90.0000 30.0000 30.0000
Table 6: Beam Properties 06 - Design Data
Table 6: Beam Properties 06 - Design Data
Beam MatRebarL MatRebarS FlngWOpt CoverTop CoverBot NoDesign
cm cm
BEAM1 CSA-G30.18Gr400
CSA-G30.18Gr400
Analysis Property
7.5000 7.5000 No
P20-W MAT2 MAT2 Analysis Property
30.0000 30.0000 Yes
VIGA30X110 CSA-G30.18Gr400
CSA-G30.18Gr400
Analysis Property
7.5000 7.5000 No
VIGA30X80 CSA-G30.18Gr400
CSA-G30.18Gr400
Analysis Property
7.5000 7.5000 No
VIGA30X90 CSA-G30.18Gr400
CSA-G30.18Gr400
Analysis Property
7.5000 7.5000 No
Table 7: Column Properties 02 - Rectangular
Table 7: Column Properties 02 - Rectangular
Column MatProp SecDim2 SecDim3 AutoRigid AutoDrop IncludeCap
cm cm
COL1 FC210 60.0000 30.0000 No No No
Table 8: Wall Properties
Table 8: Wall Properties
Wall MatProp Thickness AutoRigid OutOfPlane
cm
WALL1 FC210 30.0000 No Yes
2.3. Support properties
Table 9: Soil Properties
Table 9: Soil Properties
Soil Subgrade
kgf/cm3
3.5 7.0000E+00
EJEMPLO1.fdb SAFE 2014 v14.0.0 - License #*1MEFP98KFYKXYA5 2. Model properties 09 abril 2015
Page 8 of 96
Table 9: Soil Properties
Soil Subgrade
kgf/cm3
SOIL1 2.0394E+00
Table 10: Spring Properties - Point
Table 10: Spring Properties - Point
Spring Ux Uy Uz Rx Ry Rz NonlinOpt
kgf/cm kgf/cm kgf/cm kgf-cm/rad kgf-cm/rad kgf-cm/rad
PSPR1 0.00 0.00 10.00 0.00 0.00 0.00 None (Linear)
Table 11: Spring Properties - Line
Table 11: Spring Properties - Line
Spring VertStiff RotStiff NonlinOpt
kgf/cm/cm kgf/rad
LSPR1 0.100 1000.00 None (Linear)
EJEMPLO1.fdb SAFE 2014 v14.0.0 - License #*1MEFP98KFYKXYA5 3. Model assignments 09 abril 2015
Page 9 of 96
3. Model assignments This section provides model assignments, including assignments to slabs, beams, and joints.
3.1. Slab assignments
Table 12: Slab Property Assignments
Table 12: Slab Property
Assignments
Area SlabProp
1 ZAPATA
2 ZAPATA
3 ZAPATA
4 ZAPATA
5 ZAPATA
6 ZAPATA
7 ZAPATA
8 ZAPATA
9 ZAPATA
10 ZAPATA
11 ZAPATA
12 ZAPATA
13 ZAPATA
14 ZAPATA
15 ZAPATA
19 ZAPATA
23 ZAPATA
24 ZAPATA
25 ZAPATA
26 ZAPATA
27 ZAPATA
28 ZAPATA-2
29 ZAPATA-2
30 ZAPATA-2
31 ZAPATA-2
Table 13: Slab Local Axes
Table 13: Slab Local Axes
Area Angle
Degrees
29 10.000
30 10.000
31 10.000
3.2. Beam assignments
EJEMPLO1.fdb SAFE 2014 v14.0.0 - License #*1MEFP98KFYKXYA5 3. Model assignments 09 abril 2015
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Table 14: Beam Property Assignments
Table 14: Beam Property
Assignments
Line BeamProp
1 VIGA30X80
2 VIGA30X80
19 VIGA30X110
20 VIGA30X110
21 VIGA30X80
22 VIGA30X80
23 VIGA30X110
24 VIGA30X110
25 VIGA30X80
26 VIGA30X80
27 VIGA30X80
28 VIGA30X110
29 VIGA30X80
30 VIGA30X80
31 VIGA30X110
32 VIGA30X80
33 VIGA30X80
34 VIGA30X80
35 VIGA30X110
36 VIGA30X110
3.3. Support assignments
Table 15: Soil Property Assignments
Table 15: Soil Property
Assignments
Area SoilProp
1 3.5
2 3.5
3 3.5
4 3.5
5 3.5
6 3.5
7 3.5
8 3.5
9 3.5
10 3.5
11 3.5
12 3.5
13 3.5
14 3.5
15 3.5
19 3.5
23 3.5
24 3.5
25 3.5
26 3.5
EJEMPLO1.fdb SAFE 2014 v14.0.0 - License #*1MEFP98KFYKXYA5 3. Model assignments 09 abril 2015
Page 11 of 96
Table 15: Soil Property Assignments
Area SoilProp
27 3.5
28 3.5
29 3.5
30 3.5
31 3.5
EJEMPLO1.fdb SAFE 2014 v14.0.0 - License #*1MEFP98KFYKXYA5 4. Model loading 09 abril 2015
Page 12 of 96
4. Model loading This section provides model loading information, including load patterns, load cases, and load combinations.
4.1. Load patterns
Table 16: Load Patterns
Table 16: Load Patterns
LoadPat Type SelfWtMult
MUERTA1 DEAD 1.000000
VIVA LIVE 0.000000
MUERTA2 SUPER DEAD 0.000000
SXP QUAKE 0.000000
SYP QUAKE 0.000000
SXN QUAKE 0.000000
SYN QUAKE 0.000000
X QUAKE 0.000000
Y QUAKE 0.000000
VIVAAZOTEA LIVE 0.000000
VIVAALMACEN LIVE 0.000000
VIVACISTERNA LIVE 0.000000
Table 17: Load Assignments - Point Loads, Part 1 of 2
Table 17: Load Assignments - Point Loads, Part 1 of 2
Point LoadPat Fx Fy Fgrav
kgf kgf kgf
4 MUERTA1 -5431.39 5367.88 36042.76
4 VIVA -1176.67 1664.58 8215.77
4 MUERTA2 -588.33 832.29 4107.89
24 MUERTA1 -83.97 -838.75 26959.53
24 VIVA -33.82 -693.86 15812.70
24 MUERTA2 -16.91 -346.93 7906.35
17 MUERTA1 -13.03 41.55 52853.97
17 VIVA -15.54 36.79 36218.81
17 MUERTA2 -7.77 18.39 18109.41
14 MUERTA1 -5.19 1.202E-012 52386.31
14 VIVA -11.77 2.478E-012 35754.98
14 MUERTA2 -5.88 1.239E-012 17877.49
2 MUERTA1 -13.03 -41.55 52853.97
2 VIVA -15.54 -36.79 36218.81
2 MUERTA2 -7.77 -18.39 18109.41
3 MUERTA1 -83.97 838.75 26959.53
3 VIVA -33.82 693.86 15812.70
3 MUERTA2 -16.91 346.93 7906.35
23 MUERTA1 3.738E-012 -844.08 30390.71
23 VIVA 7.811E-013 -700.90 17552.38
23 MUERTA2 3.905E-013 -350.45 8776.19
18 MUERTA1 2.921E-012 50.27 53342.00
18 VIVA 5.505E-013 41.52 36720.71
18 MUERTA2 2.753E-013 20.76 18360.36
EJEMPLO1.fdb SAFE 2014 v14.0.0 - License #*1MEFP98KFYKXYA5 4. Model loading 09 abril 2015
Page 13 of 96
Table 17: Load Assignments - Point Loads, Part 1 of 2
Point LoadPat Fx Fy Fgrav
kgf kgf kgf
13 MUERTA1 2.097E-012 3.587E-012 52542.16
13 VIVA 4.194E-013 2.911E-012 36071.82
13 MUERTA2 2.097E-013 1.456E-012 18035.91
5 MUERTA1 1.148E-012 -50.27 53342.00
5 VIVA 1.549E-013 -41.52 36720.71
5 MUERTA2 7.744E-014 -20.76 18360.36
6 MUERTA1 8.958E-014 844.08 30390.71
6 VIVA -8.891E-014 700.90 17552.38
6 MUERTA2 -4.445E-014 350.45 8776.19
21 MUERTA1 83.97 -838.75 26959.53
21 VIVA 33.82 -693.86 15812.70
21 MUERTA2 16.91 -346.93 7906.35
19 MUERTA1 13.03 41.55 52853.97
19 VIVA 15.54 36.79 36218.81
19 MUERTA2 7.77 18.39 18109.41
11 MUERTA1 5.19 6.099E-012 52386.31
11 VIVA 11.77 3.752E-012 35754.98
11 MUERTA2 5.88 1.876E-012 17877.49
7 MUERTA1 13.03 -41.55 52853.97
7 VIVA 15.54 -36.79 36218.81
7 MUERTA2 7.77 -18.39 18109.41
8 MUERTA1 83.97 838.75 26959.53
8 VIVA 33.82 693.86 15812.70
8 MUERTA2 16.91 346.93 7906.35
22 MUERTA1 5431.39 -5367.88 36042.76
22 VIVA 1176.67 -1664.58 8215.77
22 MUERTA2 588.33 -832.29 4107.89
20 MUERTA1 93.19 -269.88 27670.89
20 VIVA 16.29 -176.05 14308.75
20 MUERTA2 8.15 -88.03 7154.37
12 MUERTA1 94.18 8.300E-012 34493.18
12 VIVA 13.83 2.544E-012 18740.31
12 MUERTA2 6.91 1.272E-012 9370.16
9 MUERTA1 93.19 269.88 27670.89
9 VIVA 16.29 176.05 14308.75
9 MUERTA2 8.15 88.03 7154.37
10 MUERTA1 5431.39 5367.88 36042.76
10 VIVA 1176.67 1664.58 8215.77
10 MUERTA2 588.33 832.29 4107.89
25 MUERTA1 -5431.39 -5367.88 36042.76
25 VIVA -1176.67 -1664.58 8215.77
25 MUERTA2 -588.33 -832.29 4107.89
16 MUERTA1 -93.19 -269.88 27670.89
16 VIVA -16.29 -176.05 14308.75
16 MUERTA2 -8.15 -88.03 7154.37
15 MUERTA1 -94.18 -1.381E-012 34493.18
15 VIVA -13.83 2.671E-013 18740.31
15 MUERTA2 -6.91 1.336E-013 9370.16
1 MUERTA1 -93.19 269.88 27670.89
1 VIVA -16.29 176.05 14308.75
1 MUERTA2 -8.15 88.03 7154.37
31 MUERTA1 -7.06 -4999.62 12113.80
31 VIVA -1.10 -1076.02 2824.91
31 MUERTA2 -0.55 -538.01 1412.45
EJEMPLO1.fdb SAFE 2014 v14.0.0 - License #*1MEFP98KFYKXYA5 4. Model loading 09 abril 2015
Page 14 of 96
Table 17: Load Assignments - Point Loads, Part 1 of 2
Point LoadPat Fx Fy Fgrav
kgf kgf kgf
32 MUERTA1 7.06 -4999.62 12113.80
32 VIVA 1.10 -1076.02 2824.91
32 MUERTA2 0.55 -538.01 1412.45
33 MUERTA1 7.06 4999.62 12113.80
33 VIVA 1.10 1076.02 2824.91
33 MUERTA2 0.55 538.01 1412.45
34 MUERTA1 -7.06 4999.62 12113.80
34 VIVA -1.10 1076.02 2824.91
34 MUERTA2 -0.55 538.01 1412.45
51 MUERTA1 5077.51 11.88 15317.41
51 VIVA 1152.96 10.06 3216.91
51 MUERTA2 576.48 5.03 1608.45
52 MUERTA1 -5077.51 11.88 15317.41
52 VIVA -1152.96 10.06 3216.91
52 MUERTA2 -576.48 5.03 1608.45
53 MUERTA1 -5077.51 -11.88 15317.41
53 VIVA -1152.96 -10.06 3216.91
53 MUERTA2 -576.48 -5.03 1608.45
54 MUERTA1 5077.51 -11.88 15317.41
54 VIVA 1152.96 -10.06 3216.91
54 MUERTA2 576.48 -5.03 1608.45
Table 17: Load Assignments - Point Loads, Part 2 of 2
Table 17: Load Assignments - Point Loads, Part 2 of 2
Point Mx My Mz XDim YDim
kgf-cm kgf-cm kgf-cm cm cm
4 -3359.26 -10826.48 -4.049E-011 30.0000 50.0000
4 -6489.54 -1352.57 -1.586E-011 30.0000 50.0000
4 -3244.77 -676.28 -7.929E-012 30.0000 50.0000
24 80240.14 -8265.56 2.737E-011 30.0000 50.0000
24 66378.92 -3328.93 6.454E-012 30.0000 50.0000
24 33189.46 -1664.47 3.227E-012 30.0000 50.0000
17 -3975.07 -1282.46 2.737E-011 30.0000 50.0000
17 -3519.52 -1529.45 6.454E-012 30.0000 50.0000
17 -1759.76 -764.73 3.227E-012 30.0000 50.0000
14 1.313E-010 -511.38 2.737E-011 30.0000 50.0000
14 -1.237E-010 -1158.62 6.454E-012 30.0000 50.0000
14 -6.183E-011 -579.31 3.227E-012 30.0000 50.0000
2 3975.07 -1282.46 2.737E-011 30.0000 50.0000
2 3519.52 -1529.45 6.454E-012 30.0000 50.0000
2 1759.76 -764.73 3.227E-012 30.0000 50.0000
3 -80240.14 -8265.56 2.737E-011 30.0000 50.0000
3 -66378.92 -3328.93 6.454E-012 30.0000 50.0000
3 -33189.46 -1664.47 3.227E-012 30.0000 50.0000
23 80750.14 7.741E-010 2.737E-011 30.0000 50.0000
23 67053.05 1.709E-010 6.454E-012 30.0000 50.0000
23 33526.52 8.545E-011 3.227E-012 30.0000 50.0000
18 -4809.61 5.802E-010 2.737E-011 30.0000 50.0000
18 -3972.36 1.215E-010 6.454E-012 30.0000 50.0000
18 -1986.18 6.076E-011 3.227E-012 30.0000 50.0000
13 -3.598E-010 3.854E-010 2.737E-011 30.0000 50.0000
13 -2.271E-010 8.181E-011 6.454E-012 30.0000 50.0000
EJEMPLO1.fdb SAFE 2014 v14.0.0 - License #*1MEFP98KFYKXYA5 4. Model loading 09 abril 2015
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Table 17: Load Assignments - Point Loads, Part 2 of 2
Point Mx My Mz XDim YDim
kgf-cm kgf-cm kgf-cm cm cm
13 -1.136E-010 4.091E-011 3.227E-012 30.0000 50.0000
5 4809.61 1.783E-010 2.737E-011 30.0000 50.0000
5 3972.36 2.896E-011 6.454E-012 30.0000 50.0000
5 1986.18 1.448E-011 3.227E-012 30.0000 50.0000
6 -80750.14 -3.937E-011 2.737E-011 30.0000 50.0000
6 -67053.05 -2.171E-011 6.454E-012 30.0000 50.0000
6 -33526.52 -1.086E-011 3.227E-012 30.0000 50.0000
21 80240.14 8265.56 2.737E-011 30.0000 50.0000
21 66378.92 3328.93 6.454E-012 30.0000 50.0000
21 33189.46 1664.47 3.227E-012 30.0000 50.0000
19 -3975.07 1282.46 2.737E-011 30.0000 50.0000
19 -3519.52 1529.45 6.454E-012 30.0000 50.0000
19 -1759.76 764.73 3.227E-012 30.0000 50.0000
11 -8.632E-010 511.38 2.737E-011 30.0000 50.0000
11 -3.696E-010 1158.62 6.454E-012 30.0000 50.0000
11 -1.848E-010 579.31 3.227E-012 30.0000 50.0000
7 3975.07 1282.46 2.737E-011 30.0000 50.0000
7 3519.52 1529.45 6.454E-012 30.0000 50.0000
7 1759.76 764.73 3.227E-012 30.0000 50.0000
8 -80240.14 8265.56 2.737E-011 30.0000 50.0000
8 -66378.92 3328.93 6.454E-012 30.0000 50.0000
8 -33189.46 1664.47 3.227E-012 30.0000 50.0000
22 3359.26 10826.48 -1.489E-010 30.0000 50.0000
22 6489.54 1352.57 -2.878E-011 30.0000 50.0000
22 3244.77 676.28 -1.439E-011 30.0000 50.0000
20 25818.41 9173.72 2.737E-011 30.0000 50.0000
20 16842.52 1603.75 6.454E-012 30.0000 50.0000
20 8421.26 801.88 3.227E-012 30.0000 50.0000
12 -1.337E-009 9271.10 2.737E-011 30.0000 50.0000
12 -3.161E-010 1361.02 6.454E-012 30.0000 50.0000
12 -1.580E-010 680.51 3.227E-012 30.0000 50.0000
9 -25818.41 9173.72 2.737E-011 30.0000 50.0000
9 -16842.52 1603.75 6.454E-012 30.0000 50.0000
9 -8421.26 801.88 3.227E-012 30.0000 50.0000
10 -3359.26 10826.48 -4.411E-011 30.0000 50.0000
10 -6489.54 1352.57 -5.077E-012 30.0000 50.0000
10 -3244.77 676.28 -2.538E-012 30.0000 50.0000
25 3359.26 -10826.48 -1.455E-010 30.0000 50.0000
25 6489.54 -1352.57 -3.966E-011 30.0000 50.0000
25 3244.77 -676.28 -1.983E-011 30.0000 50.0000
16 25818.41 -9173.72 2.737E-011 30.0000 50.0000
16 16842.52 -1603.75 6.454E-012 30.0000 50.0000
16 8421.26 -801.88 3.227E-012 30.0000 50.0000
15 6.416E-010 -9271.10 2.737E-011 30.0000 50.0000
15 1.499E-010 -1361.02 6.454E-012 30.0000 50.0000
15 7.493E-011 -680.51 3.227E-012 30.0000 50.0000
1 -25818.41 -9173.72 2.737E-011 30.0000 50.0000
1 -16842.52 -1603.75 6.454E-012 30.0000 50.0000
1 -8421.26 -801.88 3.227E-012 30.0000 50.0000
31 -8132.99 -667.12 3.051E-012 0.0000 0.0000
31 -8809.25 -102.79 1.213E-012 0.0000 0.0000
31 -4404.63 -51.39 6.063E-013 0.0000 0.0000
32 -8132.99 667.12 3.069E-012 0.0000 0.0000
32 -8809.25 102.79 1.216E-012 0.0000 0.0000
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Table 17: Load Assignments - Point Loads, Part 2 of 2
Point Mx My Mz XDim YDim
kgf-cm kgf-cm kgf-cm cm cm
32 -4404.63 51.39 6.078E-013 0.0000 0.0000
33 8132.99 667.12 1.079E-010 0.0000 0.0000
33 8809.25 102.79 2.496E-011 0.0000 0.0000
33 4404.63 51.39 1.248E-011 0.0000 0.0000
34 8132.99 -667.12 1.080E-010 0.0000 0.0000
34 8809.25 -102.79 2.497E-011 0.0000 0.0000
34 4404.63 -51.39 1.248E-011 0.0000 0.0000
51 -1125.81 7603.00 3.986E-011 0.0000 0.0000
51 -964.71 1079.72 1.523E-011 0.0000 0.0000
51 -482.36 539.86 7.614E-012 0.0000 0.0000
52 -1125.81 -7603.00 4.340E-011 0.0000 0.0000
52 -964.71 -1079.72 4.406E-012 0.0000 0.0000
52 -482.36 -539.86 2.203E-012 0.0000 0.0000
53 1125.81 -7603.00 4.339E-011 0.0000 0.0000
53 964.71 -1079.72 4.395E-012 0.0000 0.0000
53 482.36 -539.86 2.198E-012 0.0000 0.0000
54 1125.81 7603.00 3.987E-011 0.0000 0.0000
54 964.71 1079.72 1.524E-011 0.0000 0.0000
54 482.36 539.86 7.619E-012 0.0000 0.0000
4.2. Load cases
Table 18: Load Cases 02 - Static
Table 18: Load Cases 02 - Static
LoadCase InitialCond AType
MUERTA1 Zero Linear
VIVA Zero Linear
MUERTA2 Zero Linear
SXP Zero Linear
SYP Zero Linear
SXN Zero Linear
SYN Zero Linear
X Zero Linear
Y Zero Linear
VIVAAZOTEA Zero Linear
VIVAALMACEN Zero Linear
VIVACISTERNA Zero Linear
Table 19: Load Cases 06 - Loads Applied
Table 19: Load Cases 06 - Loads Applied
LoadCase LoadPat SF
MUERTA1 MUERTA1 1.000000
VIVA VIVA 1.000000
MUERTA2 MUERTA2 1.000000
SXP SXP 1.000000
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Table 19: Load Cases 06 - Loads Applied
LoadCase LoadPat SF
SYP SYP 1.000000
SXN SXN 1.000000
SYN SYN 1.000000
X X 1.000000
Y Y 1.000000
VIVAAZOTEA VIVAAZOTEA 1.000000
VIVAALMACEN VIVAALMACEN 1.000000
VIVACISTERNA VIVACISTERNA 1.000000
4.3. Load combinations
Table 20: Load Combinations
Table 20: Load Combinations
Combo Load SF Type DSStrength DSServInit DSServNorm DSServLong
COMB1 MUERTA1 1.400000
Linear Add No No No No
COMB1 MUERTA2 1.400000
COMB1 VIVA 1.700000
COMB1 VIVAAZOTEA 1.700000
COMB1 VIVAALMACEN 1.700000
COMB1 VIVACISTERNA 1.700000
DCONU1 MUERTA1 1.400000
Linear Add Yes No No No
DCONU1 MUERTA2 1.400000
DCONU10 MUERTA1 1.200000
Linear Add Yes No No No
DCONU10 VIVA 1.000000
DCONU10 MUERTA2 1.200000
DCONU10 VIVAAZOTEA 1.000000
DCONU10 VIVAALMACEN 1.000000
DCONU10 VIVACISTERNA 1.000000
DCONU10 SYN -1.000000
DCONU11 MUERTA1 1.200000
Linear Add Yes No No No
DCONU11 VIVA 1.000000
DCONU11 MUERTA2 1.200000
DCONU11 VIVAAZOTEA 1.000000
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Table 20: Load Combinations
Combo Load SF Type DSStrength DSServInit DSServNorm DSServLong
DCONU11 VIVAALMACEN 1.000000
DCONU11 VIVACISTERNA 1.000000
DCONU11 X 1.000000
DCONU12 MUERTA1 1.200000
Linear Add Yes No No No
DCONU12 VIVA 1.000000
DCONU12 MUERTA2 1.200000
DCONU12 VIVAAZOTEA 1.000000
DCONU12 VIVAALMACEN 1.000000
DCONU12 VIVACISTERNA 1.000000
DCONU12 X -1.000000
DCONU13 MUERTA1 1.200000
Linear Add Yes No No No
DCONU13 VIVA 1.000000
DCONU13 MUERTA2 1.200000
DCONU13 VIVAAZOTEA 1.000000
DCONU13 VIVAALMACEN 1.000000
DCONU13 VIVACISTERNA 1.000000
DCONU13 Y 1.000000
DCONU14 MUERTA1 1.200000
Linear Add Yes No No No
DCONU14 VIVA 1.000000
DCONU14 MUERTA2 1.200000
DCONU14 VIVAAZOTEA 1.000000
DCONU14 VIVAALMACEN 1.000000
DCONU14 VIVACISTERNA 1.000000
DCONU14 Y -1.000000
DCONU15 MUERTA1 0.900000
Linear Add Yes No No No
DCONU15 SXP 1.000000
DCONU16 MUERTA1 0.900000
Linear Add Yes No No No
DCONU16 SXP -1.000000
DCONU17 MUERTA1 0.900000
Linear Add Yes No No No
DCONU17 SYP 1.000000
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Table 20: Load Combinations
Combo Load SF Type DSStrength DSServInit DSServNorm DSServLong
DCONU18 MUERTA1 0.900000
Linear Add Yes No No No
DCONU18 SYP -1.000000
DCONU19 MUERTA1 0.900000
Linear Add Yes No No No
DCONU19 SXN 1.000000
DCONU2 MUERTA1 1.200000
Linear Add Yes No No No
DCONU2 VIVA 1.600000
DCONU2 MUERTA2 1.200000
DCONU2 VIVAAZOTEA 1.600000
DCONU2 VIVAALMACEN 1.600000
DCONU2 VIVACISTERNA 1.600000
DCONU20 MUERTA1 0.900000
Linear Add Yes No No No
DCONU20 SXN -1.000000
DCONU21 MUERTA1 0.900000
Linear Add Yes No No No
DCONU21 SYN 1.000000
DCONU22 MUERTA1 0.900000
Linear Add Yes No No No
DCONU22 SYN -1.000000
DCONU23 MUERTA1 0.900000
Linear Add Yes No No No
DCONU23 X 1.000000
DCONU25 MUERTA1 0.900000
Linear Add Yes No No No
DCONU25 Y 1.000000
DCONU26 MUERTA1 0.900000
Linear Add Yes No No No
DCONU26 Y -1.000000
DCONU3 MUERTA1 1.200000
Linear Add Yes No No No
DCONU3 VIVA 1.000000
DCONU3 MUERTA2 1.200000
DCONU3 VIVAAZOTEA 1.000000
DCONU3 VIVAALMACEN 1.000000
DCONU3 VIVACISTERNA 1.000000
DCONU3 SXP 1.000000
DCONU4 MUERTA1 1.200000
Linear Add Yes No No No
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Table 20: Load Combinations
Combo Load SF Type DSStrength DSServInit DSServNorm DSServLong
DCONU4 VIVA 1.000000
DCONU4 MUERTA2 1.200000
DCONU4 VIVAAZOTEA 1.000000
DCONU4 VIVAALMACEN 1.000000
DCONU4 VIVACISTERNA 1.000000
DCONU4 SXP -1.000000
DCONU5 MUERTA1 1.200000
Linear Add Yes No No No
DCONU5 VIVA 1.000000
DCONU5 MUERTA2 1.200000
DCONU5 VIVAAZOTEA 1.000000
DCONU5 VIVAALMACEN 1.000000
DCONU5 VIVACISTERNA 1.000000
DCONU5 SYP 1.000000
DCONU6 MUERTA1 1.200000
Linear Add Yes No No No
DCONU6 VIVA 1.000000
DCONU6 MUERTA2 1.200000
DCONU6 VIVAAZOTEA 1.000000
DCONU6 VIVAALMACEN 1.000000
DCONU6 VIVACISTERNA 1.000000
DCONU6 SYP -1.000000
DCONU7 MUERTA1 1.200000
Linear Add Yes No No No
DCONU7 VIVA 1.000000
DCONU7 MUERTA2 1.200000
DCONU7 VIVAAZOTEA 1.000000
DCONU7 VIVAALMACEN 1.000000
DCONU7 VIVACISTERNA 1.000000
DCONU7 SXN 1.000000
DCONU8 MUERTA1 1.200000
Linear Add Yes No No No
DCONU8 VIVA 1.000000
DCONU8 MUERTA2 1.200000
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Table 20: Load Combinations
Combo Load SF Type DSStrength DSServInit DSServNorm DSServLong
DCONU8 VIVAAZOTEA 1.000000
DCONU8 VIVAALMACEN 1.000000
DCONU8 VIVACISTERNA 1.000000
DCONU8 SXN -1.000000
DCONU9 MUERTA1 1.200000
Linear Add Yes No No No
DCONU9 VIVA 1.000000
DCONU9 MUERTA2 1.200000
DCONU9 VIVAAZOTEA 1.000000
DCONU9 VIVAALMACEN 1.000000
DCONU9 VIVACISTERNA 1.000000
DCONU9 SYN 1.000000
SERVICIO1 MUERTA1 1.000000
Linear Add No No No No
SERVICIO1 MUERTA2 1.000000
SERVICIO1 VIVA 1.000000
EJEMPLO1.fdb SAFE 2014 v14.0.0 - License #*1MEFP98KFYKXYA5 Analysis Results 09 abril 2015
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Analysis Results
Figure 2: Deformed shape
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5. Analysis results
5.1. Support results
This section provides support results, including items such as column, support, and spring reactions, .
Table 21: Soil Pressures - Summary
Table 21: Soil Pressures - Summary
Panel OutputCase MaxPress MinPress GlobalXMax GlobalYMax GlobalXMin GlobalYMin
kgf/cm2 kgf/cm2 cm cm cm cm
1 MUERTA1 -0.36 -2.80 360.000 129.372 0.000 63.907
2 MUERTA1 -0.82 -2.02 80.000 695.000 0.000 1200.000
3 MUERTA1 -0.82 -2.02 80.000 1800.000 0.000 1295.000
4 MUERTA1 -0.37 -2.79 250.000 2320.000 0.000 2400.000
5 MUERTA1 -0.51 -1.93 500.000 190.000 920.000 95.000
6 MUERTA1 -1.18 -1.47 500.000 1200.000 500.000 715.000
7 MUERTA1 -1.18 -1.47 500.000 1315.000 500.000 1800.000
8 MUERTA1 -0.51 -1.93 500.000 2305.000 920.000 2400.000
9 MUERTA1 -0.51 -1.93 1420.000 190.000 1000.000 95.000
10 MUERTA1 -1.18 -1.47 1400.000 1200.000 1400.000 715.000
11 MUERTA1 -1.18 -1.47 1400.000 1315.000 1400.000 1800.000
12 MUERTA1 -0.51 -1.93 1420.000 2305.000 1000.000 2400.000
13 MUERTA1 -0.36 -2.80 1721.788 160.000 1961.437 0.000
14 MUERTA1 -0.82 -2.02 1840.000 695.000 1920.000 1200.000
15 MUERTA1 -0.83 -2.02 1840.000 1800.000 1920.000 1295.000
16 MUERTA1 -0.35 -2.83 1640.000 2270.628 1896.761 2381.796
1 VIVA -0.21 -0.71 160.000 228.212 400.000 600.000
2 VIVA -0.38 -0.96 80.000 695.000 0.000 1200.000
3 VIVA -0.38 -0.96 80.000 1800.000 0.000 1295.000
4 VIVA -0.21 -0.71 80.000 2165.000 400.000 1915.000
5 VIVA -0.30 -0.99 500.000 190.000 920.000 95.000
6 VIVA -0.69 -0.90 500.000 1200.000 500.000 715.000
7 VIVA -0.69 -0.90 500.000 1315.000 500.000 1800.000
8 VIVA -0.30 -0.99 500.000 2305.000 920.000 2400.000
9 VIVA -0.30 -0.99 1420.000 190.000 1000.000 95.000
10 VIVA -0.69 -0.90 1400.000 1200.000 1400.000 715.000
11 VIVA -0.69 -0.90 1400.000 1315.000 1400.000 1800.000
12 VIVA -0.30 -0.99 1420.000 2305.000 1000.000 2400.000
13 VIVA -0.21 -0.71 1840.000 195.265 1500.000 600.000
14 VIVA -0.38 -0.96 1840.000 695.000 1920.000 1200.000
15 VIVA -0.38 -0.96 1840.000 1800.000 1920.000 1295.000
16 VIVA -0.21 -0.71 1840.000 2171.788 1500.000 1915.000
1 MUERTA2 -0.10 -0.36 160.000 228.212 400.000 600.000
2 MUERTA2 -0.19 -0.48 80.000 695.000 0.000 1200.000
3 MUERTA2 -0.19 -0.48 80.000 1800.000 0.000 1295.000
4 MUERTA2 -0.10 -0.36 80.000 2165.000 400.000 1915.000
5 MUERTA2 -0.15 -0.49 500.000 190.000 920.000 95.000
6 MUERTA2 -0.34 -0.45 500.000 1200.000 500.000 715.000
7 MUERTA2 -0.34 -0.45 500.000 1315.000 500.000 1800.000
8 MUERTA2 -0.15 -0.49 500.000 2305.000 920.000 2400.000
9 MUERTA2 -0.15 -0.49 1420.000 190.000 1000.000 95.000
10 MUERTA2 -0.34 -0.45 1400.000 1200.000 1400.000 715.000
11 MUERTA2 -0.34 -0.45 1400.000 1315.000 1400.000 1800.000
12 MUERTA2 -0.15 -0.49 1420.000 2305.000 1000.000 2400.000
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Table 21: Soil Pressures - Summary
Panel OutputCase MaxPress MinPress GlobalXMax GlobalYMax GlobalXMin GlobalYMin
kgf/cm2 kgf/cm2 cm cm cm cm
13 MUERTA2 -0.10 -0.36 1840.000 195.265 1500.000 600.000
14 MUERTA2 -0.19 -0.48 1840.000 695.000 1920.000 1200.000
15 MUERTA2 -0.19 -0.48 1840.000 1800.000 1920.000 1295.000
16 MUERTA2 -0.10 -0.36 1840.000 2171.788 1500.000 1915.000
1 SXP 0.00 0.00 400.000 600.000 400.000 600.000
2 SXP 0.00 0.00 400.000 1200.000 400.000 1200.000
3 SXP 0.00 0.00 400.000 1315.000 400.000 1315.000
4 SXP 0.00 0.00 400.000 1915.000 400.000 1915.000
5 SXP 0.00 0.00 500.000 600.000 500.000 600.000
6 SXP 0.00 0.00 500.000 1200.000 500.000 1200.000
7 SXP 0.00 0.00 500.000 1315.000 500.000 1315.000
8 SXP 0.00 0.00 500.000 1915.000 500.000 1915.000
9 SXP 0.00 0.00 1000.000 600.000 1000.000 600.000
10 SXP 0.00 0.00 1000.000 1200.000 1000.000 1200.000
11 SXP 0.00 0.00 1000.000 1315.000 1000.000 1315.000
12 SXP 0.00 0.00 1000.000 1915.000 1000.000 1915.000
13 SXP 0.00 0.00 1500.000 600.000 1500.000 600.000
14 SXP 0.00 0.00 1500.000 1200.000 1500.000 1200.000
15 SXP 0.00 0.00 1500.000 1315.000 1500.000 1315.000
16 SXP 0.00 0.00 1500.000 1915.000 1500.000 1915.000
1 SYP 0.00 0.00 400.000 600.000 400.000 600.000
2 SYP 0.00 0.00 400.000 1200.000 400.000 1200.000
3 SYP 0.00 0.00 400.000 1315.000 400.000 1315.000
4 SYP 0.00 0.00 400.000 1915.000 400.000 1915.000
5 SYP 0.00 0.00 500.000 600.000 500.000 600.000
6 SYP 0.00 0.00 500.000 1200.000 500.000 1200.000
7 SYP 0.00 0.00 500.000 1315.000 500.000 1315.000
8 SYP 0.00 0.00 500.000 1915.000 500.000 1915.000
9 SYP 0.00 0.00 1000.000 600.000 1000.000 600.000
10 SYP 0.00 0.00 1000.000 1200.000 1000.000 1200.000
11 SYP 0.00 0.00 1000.000 1315.000 1000.000 1315.000
12 SYP 0.00 0.00 1000.000 1915.000 1000.000 1915.000
13 SYP 0.00 0.00 1500.000 600.000 1500.000 600.000
14 SYP 0.00 0.00 1500.000 1200.000 1500.000 1200.000
15 SYP 0.00 0.00 1500.000 1315.000 1500.000 1315.000
16 SYP 0.00 0.00 1500.000 1915.000 1500.000 1915.000
1 SXN 0.00 0.00 400.000 600.000 400.000 600.000
2 SXN 0.00 0.00 400.000 1200.000 400.000 1200.000
3 SXN 0.00 0.00 400.000 1315.000 400.000 1315.000
4 SXN 0.00 0.00 400.000 1915.000 400.000 1915.000
5 SXN 0.00 0.00 500.000 600.000 500.000 600.000
6 SXN 0.00 0.00 500.000 1200.000 500.000 1200.000
7 SXN 0.00 0.00 500.000 1315.000 500.000 1315.000
8 SXN 0.00 0.00 500.000 1915.000 500.000 1915.000
9 SXN 0.00 0.00 1000.000 600.000 1000.000 600.000
10 SXN 0.00 0.00 1000.000 1200.000 1000.000 1200.000
11 SXN 0.00 0.00 1000.000 1315.000 1000.000 1315.000
12 SXN 0.00 0.00 1000.000 1915.000 1000.000 1915.000
13 SXN 0.00 0.00 1500.000 600.000 1500.000 600.000
14 SXN 0.00 0.00 1500.000 1200.000 1500.000 1200.000
15 SXN 0.00 0.00 1500.000 1315.000 1500.000 1315.000
16 SXN 0.00 0.00 1500.000 1915.000 1500.000 1915.000
1 SYN 0.00 0.00 400.000 600.000 400.000 600.000
2 SYN 0.00 0.00 400.000 1200.000 400.000 1200.000
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Table 21: Soil Pressures - Summary
Panel OutputCase MaxPress MinPress GlobalXMax GlobalYMax GlobalXMin GlobalYMin
kgf/cm2 kgf/cm2 cm cm cm cm
3 SYN 0.00 0.00 400.000 1315.000 400.000 1315.000
4 SYN 0.00 0.00 400.000 1915.000 400.000 1915.000
5 SYN 0.00 0.00 500.000 600.000 500.000 600.000
6 SYN 0.00 0.00 500.000 1200.000 500.000 1200.000
7 SYN 0.00 0.00 500.000 1315.000 500.000 1315.000
8 SYN 0.00 0.00 500.000 1915.000 500.000 1915.000
9 SYN 0.00 0.00 1000.000 600.000 1000.000 600.000
10 SYN 0.00 0.00 1000.000 1200.000 1000.000 1200.000
11 SYN 0.00 0.00 1000.000 1315.000 1000.000 1315.000
12 SYN 0.00 0.00 1000.000 1915.000 1000.000 1915.000
13 SYN 0.00 0.00 1500.000 600.000 1500.000 600.000
14 SYN 0.00 0.00 1500.000 1200.000 1500.000 1200.000
15 SYN 0.00 0.00 1500.000 1315.000 1500.000 1315.000
16 SYN 0.00 0.00 1500.000 1915.000 1500.000 1915.000
1 X 0.00 0.00 400.000 600.000 400.000 600.000
2 X 0.00 0.00 400.000 1200.000 400.000 1200.000
3 X 0.00 0.00 400.000 1315.000 400.000 1315.000
4 X 0.00 0.00 400.000 1915.000 400.000 1915.000
5 X 0.00 0.00 500.000 600.000 500.000 600.000
6 X 0.00 0.00 500.000 1200.000 500.000 1200.000
7 X 0.00 0.00 500.000 1315.000 500.000 1315.000
8 X 0.00 0.00 500.000 1915.000 500.000 1915.000
9 X 0.00 0.00 1000.000 600.000 1000.000 600.000
10 X 0.00 0.00 1000.000 1200.000 1000.000 1200.000
11 X 0.00 0.00 1000.000 1315.000 1000.000 1315.000
12 X 0.00 0.00 1000.000 1915.000 1000.000 1915.000
13 X 0.00 0.00 1500.000 600.000 1500.000 600.000
14 X 0.00 0.00 1500.000 1200.000 1500.000 1200.000
15 X 0.00 0.00 1500.000 1315.000 1500.000 1315.000
16 X 0.00 0.00 1500.000 1915.000 1500.000 1915.000
1 Y 0.00 0.00 400.000 600.000 400.000 600.000
2 Y 0.00 0.00 400.000 1200.000 400.000 1200.000
3 Y 0.00 0.00 400.000 1315.000 400.000 1315.000
4 Y 0.00 0.00 400.000 1915.000 400.000 1915.000
5 Y 0.00 0.00 500.000 600.000 500.000 600.000
6 Y 0.00 0.00 500.000 1200.000 500.000 1200.000
7 Y 0.00 0.00 500.000 1315.000 500.000 1315.000
8 Y 0.00 0.00 500.000 1915.000 500.000 1915.000
9 Y 0.00 0.00 1000.000 600.000 1000.000 600.000
10 Y 0.00 0.00 1000.000 1200.000 1000.000 1200.000
11 Y 0.00 0.00 1000.000 1315.000 1000.000 1315.000
12 Y 0.00 0.00 1000.000 1915.000 1000.000 1915.000
13 Y 0.00 0.00 1500.000 600.000 1500.000 600.000
14 Y 0.00 0.00 1500.000 1200.000 1500.000 1200.000
15 Y 0.00 0.00 1500.000 1315.000 1500.000 1315.000
16 Y 0.00 0.00 1500.000 1915.000 1500.000 1915.000
1 VIVAAZOTEA 0.00 0.00 400.000 600.000 400.000 600.000
2 VIVAAZOTEA 0.00 0.00 400.000 1200.000 400.000 1200.000
3 VIVAAZOTEA 0.00 0.00 400.000 1315.000 400.000 1315.000
4 VIVAAZOTEA 0.00 0.00 400.000 1915.000 400.000 1915.000
5 VIVAAZOTEA 0.00 0.00 500.000 600.000 500.000 600.000
6 VIVAAZOTEA 0.00 0.00 500.000 1200.000 500.000 1200.000
7 VIVAAZOTEA 0.00 0.00 500.000 1315.000 500.000 1315.000
8 VIVAAZOTEA 0.00 0.00 500.000 1915.000 500.000 1915.000
EJEMPLO1.fdb SAFE 2014 v14.0.0 - License #*1MEFP98KFYKXYA5 5. Analysis results 09 abril 2015
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Table 21: Soil Pressures - Summary
Panel OutputCase MaxPress MinPress GlobalXMax GlobalYMax GlobalXMin GlobalYMin
kgf/cm2 kgf/cm2 cm cm cm cm
9 VIVAAZOTEA 0.00 0.00 1000.000 600.000 1000.000 600.000
10 VIVAAZOTEA 0.00 0.00 1000.000 1200.000 1000.000 1200.000
11 VIVAAZOTEA 0.00 0.00 1000.000 1315.000 1000.000 1315.000
12 VIVAAZOTEA 0.00 0.00 1000.000 1915.000 1000.000 1915.000
13 VIVAAZOTEA 0.00 0.00 1500.000 600.000 1500.000 600.000
14 VIVAAZOTEA 0.00 0.00 1500.000 1200.000 1500.000 1200.000
15 VIVAAZOTEA 0.00 0.00 1500.000 1315.000 1500.000 1315.000
16 VIVAAZOTEA 0.00 0.00 1500.000 1915.000 1500.000 1915.000
1 VIVAALMACEN 0.00 0.00 400.000 600.000 400.000 600.000
2 VIVAALMACEN 0.00 0.00 400.000 1200.000 400.000 1200.000
3 VIVAALMACEN 0.00 0.00 400.000 1315.000 400.000 1315.000
4 VIVAALMACEN 0.00 0.00 400.000 1915.000 400.000 1915.000
5 VIVAALMACEN 0.00 0.00 500.000 600.000 500.000 600.000
6 VIVAALMACEN 0.00 0.00 500.000 1200.000 500.000 1200.000
7 VIVAALMACEN 0.00 0.00 500.000 1315.000 500.000 1315.000
8 VIVAALMACEN 0.00 0.00 500.000 1915.000 500.000 1915.000
9 VIVAALMACEN 0.00 0.00 1000.000 600.000 1000.000 600.000
10 VIVAALMACEN 0.00 0.00 1000.000 1200.000 1000.000 1200.000
11 VIVAALMACEN 0.00 0.00 1000.000 1315.000 1000.000 1315.000
12 VIVAALMACEN 0.00 0.00 1000.000 1915.000 1000.000 1915.000
13 VIVAALMACEN 0.00 0.00 1500.000 600.000 1500.000 600.000
14 VIVAALMACEN 0.00 0.00 1500.000 1200.000 1500.000 1200.000
15 VIVAALMACEN 0.00 0.00 1500.000 1315.000 1500.000 1315.000
16 VIVAALMACEN 0.00 0.00 1500.000 1915.000 1500.000 1915.000
1 VIVACISTERNA 0.00 0.00 400.000 600.000 400.000 600.000
2 VIVACISTERNA 0.00 0.00 400.000 1200.000 400.000 1200.000
3 VIVACISTERNA 0.00 0.00 400.000 1315.000 400.000 1315.000
4 VIVACISTERNA 0.00 0.00 400.000 1915.000 400.000 1915.000
5 VIVACISTERNA 0.00 0.00 500.000 600.000 500.000 600.000
6 VIVACISTERNA 0.00 0.00 500.000 1200.000 500.000 1200.000
7 VIVACISTERNA 0.00 0.00 500.000 1315.000 500.000 1315.000
8 VIVACISTERNA 0.00 0.00 500.000 1915.000 500.000 1915.000
9 VIVACISTERNA 0.00 0.00 1000.000 600.000 1000.000 600.000
10 VIVACISTERNA 0.00 0.00 1000.000 1200.000 1000.000 1200.000
11 VIVACISTERNA 0.00 0.00 1000.000 1315.000 1000.000 1315.000
12 VIVACISTERNA 0.00 0.00 1000.000 1915.000 1000.000 1915.000
13 VIVACISTERNA 0.00 0.00 1500.000 600.000 1500.000 600.000
14 VIVACISTERNA 0.00 0.00 1500.000 1200.000 1500.000 1200.000
15 VIVACISTERNA 0.00 0.00 1500.000 1315.000 1500.000 1315.000
16 VIVACISTERNA 0.00 0.00 1500.000 1915.000 1500.000 1915.000
5.2. Structure results
Table 22: Sum Of Reactions, Part 1 of 2
Table 22: Sum Of Reactions, Part 1 of 2
OutputCase GlobalFX GlobalFY GlobalFZ GlobalMX GlobalMY GlobalMZ
kgf kgf kgf kgf-cm kgf-cm kgf-cm
MUERTA1 -3.44 1.88 1374844.80 1649401344 -1374420864 6152.22
VIVA -0.12 2.26 575999.96 691199952 -575999960 6166.10
MUERTA2 -5.906E-002 1.13 288000.02 345600022 -288000018 3083.05
SXP 0.00 0.00 0.00 0.00 0.00 0.00
EJEMPLO1.fdb SAFE 2014 v14.0.0 - License #*1MEFP98KFYKXYA5 5. Analysis results 09 abril 2015
Page 27 of 96
Table 22: Sum Of Reactions, Part 1 of 2
OutputCase GlobalFX GlobalFY GlobalFZ GlobalMX GlobalMY GlobalMZ
kgf kgf kgf kgf-cm kgf-cm kgf-cm
SYP 0.00 0.00 0.00 0.00 0.00 0.00
SXN 0.00 0.00 0.00 0.00 0.00 0.00
SYN 0.00 0.00 0.00 0.00 0.00 0.00
X 0.00 0.00 0.00 0.00 0.00 0.00
Y 0.00 0.00 0.00 0.00 0.00 0.00
VIVAAZOTEA 0.00 0.00 0.00 0.00 0.00 0.00
VIVAALMACEN 0.00 0.00 0.00 0.00 0.00 0.00
VIVACISTERNA 0.00 0.00 0.00 0.00 0.00 0.00
Table 22: Sum Of Reactions, Part 2 of 2
Table 22: Sum Of Reactions, Part 2 of 2
OutputCase GlobalX GlobalY GlobalZ
cm cm cm
MUERTA1 0.000 0.000 0.000
VIVA 0.000 0.000 0.000
MUERTA2 0.000 0.000 0.000
SXP 0.000 0.000 0.000
SYP 0.000 0.000 0.000
SXN 0.000 0.000 0.000
SYN 0.000 0.000 0.000
X 0.000 0.000 0.000
Y 0.000 0.000 0.000
VIVAAZOTEA 0.000 0.000 0.000
VIVAALMACEN 0.000 0.000 0.000
VIVACISTERNA 0.000 0.000 0.000
Table 23: Nodal Displacements - Summary, Part 1 of 2
Table 23: Nodal Displacements - Summary, Part 1 of 2
Panel Node OutputCase Ux Uy Uz Rx Ry Rz
cm cm cm Radians Radians Radians
1 25 MUERTA1 0.000000 0.000000 -0.399645 0.000000 0.000000 0.000000
2 15 MUERTA1 0.000000 0.000000 -0.287902 0.000000 0.000000 0.000000
3 15 MUERTA1 0.000000 0.000000 -0.287902 0.000000 0.000000 0.000000
4 4 MUERTA1 0.000000 0.000000 -0.397898 0.000000 0.000000 0.000000
5 23 MUERTA1 0.000000 0.000000 -0.276091 0.000000 0.000000 0.000000
6 96 MUERTA1 0.000000 0.000000 -0.210061 0.000000 0.000000 0.000000
7 39 MUERTA1 0.000000 0.000000 -0.209985 0.000000 0.000000 0.000000
8 6 MUERTA1 0.000000 0.000000 -0.276091 0.000000 0.000000 0.000000
9 23 MUERTA1 0.000000 0.000000 -0.276091 0.000000 0.000000 0.000000
10 105 MUERTA1 0.000000 0.000000 -0.210066 0.000000 0.000000 0.000000
11 86 MUERTA1 0.000000 0.000000 -0.209790 0.000000 0.000000 0.000000
12 6 MUERTA1 0.000000 0.000000 -0.276091 0.000000 0.000000 0.000000
13 22 MUERTA1 0.000000 0.000000 -0.400448 0.000000 0.000000 0.000000
14 12 MUERTA1 0.000000 0.000000 -0.287902 0.000000 0.000000 0.000000
15 12 MUERTA1 0.000000 0.000000 -0.287902 0.000000 0.000000 0.000000
16 10 MUERTA1 0.000000 0.000000 -0.404099 0.000000 0.000000 0.000000
1 17 VIVA 0.000000 0.000000 -0.101694 0.000000 0.000000 0.000000
2 15 VIVA 0.000000 0.000000 -0.137044 0.000000 0.000000 0.000000
3 15 VIVA 0.000000 0.000000 -0.137044 0.000000 0.000000 0.000000
EJEMPLO1.fdb SAFE 2014 v14.0.0 - License #*1MEFP98KFYKXYA5 5. Analysis results 09 abril 2015
Page 28 of 96
Table 23: Nodal Displacements - Summary, Part 1 of 2
Panel Node OutputCase Ux Uy Uz Rx Ry Rz
cm cm cm Radians Radians Radians
4 2 VIVA 0.000000 0.000000 -0.101701 0.000000 0.000000 0.000000
5 23 VIVA 0.000000 0.000000 -0.140729 0.000000 0.000000 0.000000
6 96 VIVA 0.000000 0.000000 -0.128292 0.000000 0.000000 0.000000
7 39 VIVA 0.000000 0.000000 -0.128285 0.000000 0.000000 0.000000
8 6 VIVA 0.000000 0.000000 -0.140729 0.000000 0.000000 0.000000
9 23 VIVA 0.000000 0.000000 -0.140729 0.000000 0.000000 0.000000
10 105 VIVA 0.000000 0.000000 -0.128291 0.000000 0.000000 0.000000
11 86 VIVA 0.000000 0.000000 -0.128190 0.000000 0.000000 0.000000
12 6 VIVA 0.000000 0.000000 -0.140729 0.000000 0.000000 0.000000
13 19 VIVA 0.000000 0.000000 -0.101706 0.000000 0.000000 0.000000
14 12 VIVA 0.000000 0.000000 -0.137044 0.000000 0.000000 0.000000
15 12 VIVA 0.000000 0.000000 -0.137044 0.000000 0.000000 0.000000
16 7 VIVA 0.000000 0.000000 -0.101615 0.000000 0.000000 0.000000
1 17 MUERTA2 0.000000 0.000000 -0.050847 0.000000 0.000000 0.000000
2 15 MUERTA2 0.000000 0.000000 -0.068522 0.000000 0.000000 0.000000
3 15 MUERTA2 0.000000 0.000000 -0.068522 0.000000 0.000000 0.000000
4 2 MUERTA2 0.000000 0.000000 -0.050850 0.000000 0.000000 0.000000
5 23 MUERTA2 0.000000 0.000000 -0.070365 0.000000 0.000000 0.000000
6 96 MUERTA2 0.000000 0.000000 -0.064146 0.000000 0.000000 0.000000
7 39 MUERTA2 0.000000 0.000000 -0.064143 0.000000 0.000000 0.000000
8 6 MUERTA2 0.000000 0.000000 -0.070365 0.000000 0.000000 0.000000
9 23 MUERTA2 0.000000 0.000000 -0.070365 0.000000 0.000000 0.000000
10 105 MUERTA2 0.000000 0.000000 -0.064146 0.000000 0.000000 0.000000
11 86 MUERTA2 0.000000 0.000000 -0.064095 0.000000 0.000000 0.000000
12 6 MUERTA2 0.000000 0.000000 -0.070365 0.000000 0.000000 0.000000
13 19 MUERTA2 0.000000 0.000000 -0.050853 0.000000 0.000000 0.000000
14 12 MUERTA2 0.000000 0.000000 -0.068522 0.000000 0.000000 0.000000
15 12 MUERTA2 0.000000 0.000000 -0.068522 0.000000 0.000000 0.000000
16 7 MUERTA2 0.000000 0.000000 -0.050808 0.000000 0.000000 0.000000
1 24 SXP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
2 17 SXP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
3 14 SXP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
4 4 SXP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
5 24 SXP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
6 17 SXP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
7 14 SXP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
8 2 SXP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
9 23 SXP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
10 18 SXP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
11 13 SXP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
12 5 SXP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
13 21 SXP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
14 19 SXP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
15 11 SXP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
16 7 SXP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
1 24 SYP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
2 17 SYP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
3 14 SYP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
4 4 SYP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
5 24 SYP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
6 17 SYP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
7 14 SYP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
8 2 SYP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
9 23 SYP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
EJEMPLO1.fdb SAFE 2014 v14.0.0 - License #*1MEFP98KFYKXYA5 5. Analysis results 09 abril 2015
Page 29 of 96
Table 23: Nodal Displacements - Summary, Part 1 of 2
Panel Node OutputCase Ux Uy Uz Rx Ry Rz
cm cm cm Radians Radians Radians
10 18 SYP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
11 13 SYP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
12 5 SYP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
13 21 SYP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
14 19 SYP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
15 11 SYP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
16 7 SYP 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
1 24 SXN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
2 17 SXN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
3 14 SXN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
4 4 SXN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
5 24 SXN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
6 17 SXN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
7 14 SXN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
8 2 SXN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
9 23 SXN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
10 18 SXN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
11 13 SXN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
12 5 SXN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
13 21 SXN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
14 19 SXN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
15 11 SXN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
16 7 SXN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
1 24 SYN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
2 17 SYN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
3 14 SYN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
4 4 SYN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
5 24 SYN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
6 17 SYN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
7 14 SYN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
8 2 SYN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
9 23 SYN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
10 18 SYN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
11 13 SYN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
12 5 SYN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
13 21 SYN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
14 19 SYN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
15 11 SYN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
16 7 SYN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
1 24 X 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
2 17 X 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
3 14 X 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
4 4 X 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
5 24 X 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
6 17 X 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
7 14 X 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
8 2 X 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
9 23 X 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
10 18 X 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
11 13 X 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
12 5 X 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
13 21 X 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
14 19 X 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
15 11 X 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
EJEMPLO1.fdb SAFE 2014 v14.0.0 - License #*1MEFP98KFYKXYA5 5. Analysis results 09 abril 2015
Page 30 of 96
Table 23: Nodal Displacements - Summary, Part 1 of 2
Panel Node OutputCase Ux Uy Uz Rx Ry Rz
cm cm cm Radians Radians Radians
16 7 X 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
1 24 Y 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
2 17 Y 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
3 14 Y 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
4 4 Y 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
5 24 Y 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
6 17 Y 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
7 14 Y 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
8 2 Y 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
9 23 Y 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
10 18 Y 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
11 13 Y 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
12 5 Y 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
13 21 Y 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
14 19 Y 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
15 11 Y 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
16 7 Y 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
1 24 VIVAAZOTEA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
2 17 VIVAAZOTEA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
3 14 VIVAAZOTEA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
4 4 VIVAAZOTEA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
5 24 VIVAAZOTEA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
6 17 VIVAAZOTEA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
7 14 VIVAAZOTEA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
8 2 VIVAAZOTEA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
9 23 VIVAAZOTEA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
10 18 VIVAAZOTEA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
11 13 VIVAAZOTEA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
12 5 VIVAAZOTEA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
13 21 VIVAAZOTEA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
14 19 VIVAAZOTEA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
15 11 VIVAAZOTEA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
16 7 VIVAAZOTEA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
1 24 VIVAALMACEN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
2 17 VIVAALMACEN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
3 14 VIVAALMACEN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
4 4 VIVAALMACEN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
5 24 VIVAALMACEN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
6 17 VIVAALMACEN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
7 14 VIVAALMACEN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
8 2 VIVAALMACEN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
9 23 VIVAALMACEN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
10 18 VIVAALMACEN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
11 13 VIVAALMACEN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
12 5 VIVAALMACEN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
13 21 VIVAALMACEN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
14 19 VIVAALMACEN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
15 11 VIVAALMACEN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
16 7 VIVAALMACEN 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
1 24 VIVACISTERNA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
2 17 VIVACISTERNA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
3 14 VIVACISTERNA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
4 4 VIVACISTERNA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
5 24 VIVACISTERNA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
EJEMPLO1.fdb SAFE 2014 v14.0.0 - License #*1MEFP98KFYKXYA5 5. Analysis results 09 abril 2015
Page 31 of 96
Table 23: Nodal Displacements - Summary, Part 1 of 2
Panel Node OutputCase Ux Uy Uz Rx Ry Rz
cm cm cm Radians Radians Radians
6 17 VIVACISTERNA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
7 14 VIVACISTERNA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
8 2 VIVACISTERNA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
9 23 VIVACISTERNA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
10 18 VIVACISTERNA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
11 13 VIVACISTERNA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
12 5 VIVACISTERNA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
13 21 VIVACISTERNA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
14 19 VIVACISTERNA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
15 11 VIVACISTERNA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
16 7 VIVACISTERNA 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
Table 23: Nodal Displacements - Summary, Part 2 of 2
Table 23: Nodal Displacements - Summary, Part 2 of 2
Panel Node OutputCase GlobalX GlobalY
cm cm
1 25 MUERTA1 0.000 0.000
2 15 MUERTA1 0.000 1200.000
3 15 MUERTA1 0.000 1200.000
4 4 MUERTA1 0.000 2400.000
5 23 MUERTA1 1000.000 0.000
6 96 MUERTA1 600.000 715.000
7 39 MUERTA1 600.000 1685.000
8 6 MUERTA1 1000.000 2400.000
9 23 MUERTA1 1000.000 0.000
10 105 MUERTA1 1400.000 715.000
11 86 MUERTA1 1400.000 1685.000
12 6 MUERTA1 1000.000 2400.000
13 22 MUERTA1 2000.000 0.000
14 12 MUERTA1 2000.000 1200.000
15 12 MUERTA1 2000.000 1200.000
16 10 MUERTA1 2000.000 2400.000
1 17 VIVA 500.000 600.000
2 15 VIVA 0.000 1200.000
3 15 VIVA 0.000 1200.000
4 2 VIVA 500.000 1800.000
5 23 VIVA 1000.000 0.000
6 96 VIVA 600.000 715.000
7 39 VIVA 600.000 1685.000
8 6 VIVA 1000.000 2400.000
9 23 VIVA 1000.000 0.000
10 105 VIVA 1400.000 715.000
11 86 VIVA 1400.000 1685.000
12 6 VIVA 1000.000 2400.000
13 19 VIVA 1500.000 600.000
14 12 VIVA 2000.000 1200.000
15 12 VIVA 2000.000 1200.000
16 7 VIVA 1500.000 1800.000
1 17 MUERTA2 500.000 600.000
2 15 MUERTA2 0.000 1200.000
3 15 MUERTA2 0.000 1200.000
4 2 MUERTA2 500.000 1800.000
EJEMPLO1.fdb SAFE 2014 v14.0.0 - License #*1MEFP98KFYKXYA5 5. Analysis results 09 abril 2015
Page 32 of 96
Table 23: Nodal Displacements - Summary, Part 2 of 2
Panel Node OutputCase GlobalX GlobalY
cm cm
5 23 MUERTA2 1000.000 0.000
6 96 MUERTA2 600.000 715.000
7 39 MUERTA2 600.000 1685.000
8 6 MUERTA2 1000.000 2400.000
9 23 MUERTA2 1000.000 0.000
10 105 MUERTA2 1400.000 715.000
11 86 MUERTA2 1400.000 1685.000
12 6 MUERTA2 1000.000 2400.000
13 19 MUERTA2 1500.000 600.000
14 12 MUERTA2 2000.000 1200.000
15 12 MUERTA2 2000.000 1200.000
16 7 MUERTA2 1500.000 1800.000
1 24 SXP 500.000 0.000
2 17 SXP 500.000 600.000
3 14 SXP 500.000 1200.000
4 4 SXP 0.000 2400.000
5 24 SXP 500.000 0.000
6 17 SXP 500.000 600.000
7 14 SXP 500.000 1200.000
8 2 SXP 500.000 1800.000
9 23 SXP 1000.000 0.000
10 18 SXP 1000.000 600.000
11 13 SXP 1000.000 1200.000
12 5 SXP 1000.000 1800.000
13 21 SXP 1500.000 0.000
14 19 SXP 1500.000 600.000
15 11 SXP 1500.000 1200.000
16 7 SXP 1500.000 1800.000
1 24 SYP 500.000 0.000
2 17 SYP 500.000 600.000
3 14 SYP 500.000 1200.000
4 4 SYP 0.000 2400.000
5 24 SYP 500.000 0.000
6 17 SYP 500.000 600.000
7 14 SYP 500.000 1200.000
8 2 SYP 500.000 1800.000
9 23 SYP 1000.000 0.000
10 18 SYP 1000.000 600.000
11 13 SYP 1000.000 1200.000
12 5 SYP 1000.000 1800.000
13 21 SYP 1500.000 0.000
14 19 SYP 1500.000 600.000
15 11 SYP 1500.000 1200.000
16 7 SYP 1500.000 1800.000
1 24 SXN 500.000 0.000
2 17 SXN 500.000 600.000
3 14 SXN 500.000 1200.000
4 4 SXN 0.000 2400.000
5 24 SXN 500.000 0.000
6 17 SXN 500.000 600.000
7 14 SXN 500.000 1200.000
8 2 SXN 500.000 1800.000
9 23 SXN 1000.000 0.000
10 18 SXN 1000.000 600.000
EJEMPLO1.fdb SAFE 2014 v14.0.0 - License #*1MEFP98KFYKXYA5 5. Analysis results 09 abril 2015
Page 33 of 96
Table 23: Nodal Displacements - Summary, Part 2 of 2
Panel Node OutputCase GlobalX GlobalY
cm cm
11 13 SXN 1000.000 1200.000
12 5 SXN 1000.000 1800.000
13 21 SXN 1500.000 0.000
14 19 SXN 1500.000 600.000
15 11 SXN 1500.000 1200.000
16 7 SXN 1500.000 1800.000
1 24 SYN 500.000 0.000
2 17 SYN 500.000 600.000
3 14 SYN 500.000 1200.000
4 4 SYN 0.000 2400.000
5 24 SYN 500.000 0.000
6 17 SYN 500.000 600.000
7 14 SYN 500.000 1200.000
8 2 SYN 500.000 1800.000
9 23 SYN 1000.000 0.000
10 18 SYN 1000.000 600.000
11 13 SYN 1000.000 1200.000
12 5 SYN 1000.000 1800.000
13 21 SYN 1500.000 0.000
14 19 SYN 1500.000 600.000
15 11 SYN 1500.000 1200.000
16 7 SYN 1500.000 1800.000
1 24 X 500.000 0.000
2 17 X 500.000 600.000
3 14 X 500.000 1200.000
4 4 X 0.000 2400.000
5 24 X 500.000 0.000
6 17 X 500.000 600.000
7 14 X 500.000 1200.000
8 2 X 500.000 1800.000
9 23 X 1000.000 0.000
10 18 X 1000.000 600.000
11 13 X 1000.000 1200.000
12 5 X 1000.000 1800.000
13 21 X 1500.000 0.000
14 19 X 1500.000 600.000
15 11 X 1500.000 1200.000
16 7 X 1500.000 1800.000
1 24 Y 500.000 0.000
2 17 Y 500.000 600.000
3 14 Y 500.000 1200.000
4 4 Y 0.000 2400.000
5 24 Y 500.000 0.000
6 17 Y 500.000 600.000
7 14 Y 500.000 1200.000
8 2 Y 500.000 1800.000
9 23 Y 1000.000 0.000
10 18 Y 1000.000 600.000
11 13 Y 1000.000 1200.000
12 5 Y 1000.000 1800.000
13 21 Y 1500.000 0.000
14 19 Y 1500.000 600.000
15 11 Y 1500.000 1200.000
16 7 Y 1500.000 1800.000
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Table 23: Nodal Displacements - Summary, Part 2 of 2
Panel Node OutputCase GlobalX GlobalY
cm cm
1 24 VIVAAZOTEA 500.000 0.000
2 17 VIVAAZOTEA 500.000 600.000
3 14 VIVAAZOTEA 500.000 1200.000
4 4 VIVAAZOTEA 0.000 2400.000
5 24 VIVAAZOTEA 500.000 0.000
6 17 VIVAAZOTEA 500.000 600.000
7 14 VIVAAZOTEA 500.000 1200.000
8 2 VIVAAZOTEA 500.000 1800.000
9 23 VIVAAZOTEA 1000.000 0.000
10 18 VIVAAZOTEA 1000.000 600.000
11 13 VIVAAZOTEA 1000.000 1200.000
12 5 VIVAAZOTEA 1000.000 1800.000
13 21 VIVAAZOTEA 1500.000 0.000
14 19 VIVAAZOTEA 1500.000 600.000
15 11 VIVAAZOTEA 1500.000 1200.000
16 7 VIVAAZOTEA 1500.000 1800.000
1 24 VIVAALMACEN 500.000 0.000
2 17 VIVAALMACEN 500.000 600.000
3 14 VIVAALMACEN 500.000 1200.000
4 4 VIVAALMACEN 0.000 2400.000
5 24 VIVAALMACEN 500.000 0.000
6 17 VIVAALMACEN 500.000 600.000
7 14 VIVAALMACEN 500.000 1200.000
8 2 VIVAALMACEN 500.000 1800.000
9 23 VIVAALMACEN 1000.000 0.000
10 18 VIVAALMACEN 1000.000 600.000
11 13 VIVAALMACEN 1000.000 1200.000
12 5 VIVAALMACEN 1000.000 1800.000
13 21 VIVAALMACEN 1500.000 0.000
14 19 VIVAALMACEN 1500.000 600.000
15 11 VIVAALMACEN 1500.000 1200.000
16 7 VIVAALMACEN 1500.000 1800.000
1 24 VIVACISTERNA 500.000 0.000
2 17 VIVACISTERNA 500.000 600.000
3 14 VIVACISTERNA 500.000 1200.000
4 4 VIVACISTERNA 0.000 2400.000
5 24 VIVACISTERNA 500.000 0.000
6 17 VIVACISTERNA 500.000 600.000
7 14 VIVACISTERNA 500.000 1200.000
8 2 VIVACISTERNA 500.000 1800.000
9 23 VIVACISTERNA 1000.000 0.000
10 18 VIVACISTERNA 1000.000 600.000
11 13 VIVACISTERNA 1000.000 1200.000
12 5 VIVACISTERNA 1000.000 1800.000
13 21 VIVACISTERNA 1500.000 0.000
14 19 VIVACISTERNA 1500.000 600.000
15 11 VIVACISTERNA 1500.000 1200.000
16 7 VIVACISTERNA 1500.000 1800.000
EJEMPLO1.fdb SAFE 2014 v14.0.0 - License #*1MEFP98KFYKXYA5 Design 09 abril 2015
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Design
Figure 3: Finite element model
EJEMPLO1.fdb SAFE 2014 v14.0.0 - License #*1MEFP98KFYKXYA5 6. Design summary 09 abril 2015
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6. Design summary This section provides design information for beams, strips, and punching checks.
6.1. Preferences
Table 24: Design Preferences 01 - Resistance Factors
Table 24: Design Preferences 01 -
Resistance Factors
PhiTen PhiComp PhiShear
0.900000 0.650000 0.750000
Table 25: Design Preferences 02 - Rebar Cover - Slabs
Table 25: Design Preferences 02 - Rebar Cover - Slabs
CoverTop CoverBot BarSize InnerLayer PTCGSTop PTCGSBotE
xt
PTCGSBotI
nt
SlabType
cm cm cm cm cm
1.5000 1.5000 18 B 2.5000 4.0000 2.5000 Two Way
Table 26: Design Preferences 03 - Rebar Cover - Beams
Table 26: Design Preferences 03 - Rebar Cover - Beams
CoverTop CoverBot BarSizeF BarSizeS PTCGSTop PTCGSBot
cm cm cm cm
4.0000 4.0000 28 12 5.0000 5.0000
Table 27: Design Preferences 04 - Prestress Data, Part 1 of 2
Table 27: Design Preferences 04 - Prestress Data, Part 1 of 2
UserStress InitConcRat InitTopTen InitBotTen InitExComp FinTopTen FinBotTen FinExComp SusExComp
Yes 0.800000 3.000000 3.000000 0.600000 6.000000 6.000000 0.600000 0.450000
Table 27: Design Preferences 04 - Prestress Data, Part 2 of 2
Table 27:
Design Preferences
04 -
Prestress Data, Part 2
of 2
LLFraction
0.500000
EJEMPLO1.fdb SAFE 2014 v14.0.0 - License #*1MEFP98KFYKXYA5 6. Design summary 09 abril 2015
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6.2. Overwrites
Table 28: Slab Design Overwrites 02 - Finite Element Based, Part 1 of 2
Table 28: Slab Design Overwrites 02 - Finite Element
Based, Part 1 of 2
Area RebarMat
1 CSA-G30.18Gr400
2 CSA-G30.18Gr400
3 CSA-G30.18Gr400
4 CSA-G30.18Gr400
5 CSA-G30.18Gr400
6 CSA-G30.18Gr400
7 CSA-G30.18Gr400
8 CSA-G30.18Gr400
9 CSA-G30.18Gr400
10 CSA-G30.18Gr400
11 CSA-G30.18Gr400
12 CSA-G30.18Gr400
13 CSA-G30.18Gr400
14 CSA-G30.18Gr400
15 CSA-G30.18Gr400
19 CSA-G30.18Gr400
23 CSA-G30.18Gr400
24 CSA-G30.18Gr400
25 CSA-G30.18Gr400
26 CSA-G30.18Gr400
27 CSA-G30.18Gr400
28 CSA-G30.18Gr400
29 CSA-G30.18Gr400
30 CSA-G30.18Gr400
31 CSA-G30.18Gr400
Table 28: Slab Design Overwrites 02 - Finite Element Based, Part 2 of 2
Table 28: Slab Design Overwrites 02 - Finite Element Based, Part 2 of 2
Area RLLF Design IgnorePT
1 1.000000 Yes No
2 1.000000 Yes No
3 1.000000 Yes No
4 1.000000 Yes No
5 1.000000 Yes No
6 1.000000 Yes No
7 1.000000 Yes No
8 1.000000 Yes No
9 1.000000 Yes No
10 1.000000 Yes No
11 1.000000 Yes No
12 1.000000 Yes No
13 1.000000 Yes No
14 1.000000 Yes No
15 1.000000 Yes No
19 1.000000 Yes No
23 1.000000 Yes No
EJEMPLO1.fdb SAFE 2014 v14.0.0 - License #*1MEFP98KFYKXYA5 6. Design summary 09 abril 2015
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Table 28: Slab Design Overwrites 02 - Finite Element Based, Part 2 of 2
Area RLLF Design IgnorePT
24 1.000000 Yes No
25 1.000000 Yes No
26 1.000000 Yes No
27 1.000000 Yes No
28 1.000000 Yes No
29 1.000000 Yes No
30 1.000000 Yes No
31 1.000000 Yes No
Table 29: Beam Design Overwrites
Table 29: Beam Design Overwrites
Line CoverType RLLF IgnorePT
1 Section 1.000000 No
2 Section 1.000000 No
19 Section 1.000000 No
20 Section 1.000000 No
21 Section 1.000000 No
22 Section 1.000000 No
23 Section 1.000000 No
24 Section 1.000000 No
25 Section 1.000000 No
26 Section 1.000000 No
27 Section 1.000000 No
28 Section 1.000000 No
29 Section 1.000000 No
30 Section 1.000000 No
31 Section 1.000000 No
32 Section 1.000000 No
33 Section 1.000000 No
34 Section 1.000000 No
35 Section 1.000000 No
36 Section 1.000000 No
Table 30: Punching Shear Design Overwrites 01 - General
Table 30: Punching Shear Design Overwrites 01 - General
Point Check LocType EffDepth ReinfType
1 Program
Determined
Auto Auto None
2 Program
Determined
Auto Auto None
3 Program
Determined
Auto Auto None
4 Program Determined
Auto Auto None
5 Program Determined
Auto Auto None
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Table 30: Punching Shear Design Overwrites 01 - General
Point Check LocType EffDepth ReinfType
6 Program Determined
Auto Auto None
7 Program Determined
Auto Auto None
8 Program Determined
Auto Auto None
9 Program Determined
Auto Auto None
10 Program Determined
Auto Auto None
11 Program Determined
Auto Auto None
12 Program Determined
Auto Auto None
13 Program Determined
Auto Auto None
14 Program Determined
Auto Auto None
15 Program Determined
Auto Auto None
16 Program Determined
Auto Auto None
17 Program Determined
Auto Auto None
18 Program Determined
Auto Auto None
19 Program Determined
Auto Auto None
20 Program Determined
Auto Auto None
21 Program Determined
Auto Auto None
22 Program Determined
Auto Auto None
23 Program Determined
Auto Auto None
24 Program Determined
Auto Auto None
25 Program Determined
Auto Auto None
6.3. Slab design
EJEMPLO1.fdb SAFE 2014 v14.0.0 - License #*1MEFP98KFYKXYA5 6. Design summary 09 abril 2015
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6.4. Beam design
Table 31: Concrete Beam Design Summary 01 - Flexural And Shear Data, Part 1 of 3
Table 31: Concrete Beam Design Summary 01 - Flexural And Shear Data, Part 1 of 3
Line SpanID Location FTopCombo FTopMomen
t
FTopArea
kgf-cm cm2
1 Span 1 Start DCONU2 -1191630.36 4.5927
1 Span 1 Middle DCONU2 -4194224.55 17.3473
1 Span 1 End DCONU2 -533637.33 2.0375
2 Span 1 Start DCONU2 -533637.33 2.0375
2 Span 1 Middle DCONU2 -4194224.55 17.3473
2 Span 1 End DCONU2 -1191630.36 4.5927
19 Span 1 Start DCONU2 -1636311.15 4.4239
19 Span 1 Middle DCONU2 -5974174.88 16.9462
19 Span 1 End DCONU2 -862424.95 2.8928
20 Span 1 Start DCONU2 -890307.43 2.8855
20 Span 1 Middle DCONU2 -4241529.08 11.7734
20 Span 1 End DCONU2 -2446107.29 6.6499
21 Span 1 Start DCONU2 -93735.30 0.3999
21 Span 1 Middle DCONU2 -2423933.03 9.7795
21 Span 1 End DCONU2 -692425.49 2.7166
22 Span 1 Start DCONU2 -662783.96 2.5334
22 Span 1 Middle DCONU2 -2382542.99 9.4513
22 Span 1 End DCONU2 -169302.12 0.6327
23 Span 1 Start DCONU2 -3394708.25 9.3313
23 Span 1 Middle DCONU2 -4211979.68 11.6879
23 Span 1 End DCONU2 -1046759.80 3.3175
24 Span 1 Start DCONU2 -1562733.27 4.2240
24 Span 1 Middle DCONU2 -5986193.08 16.9846
24 Span 1 End DCONU2 -1029188.25 3.2971
25 Span 1 Start DCONU2 -171935.53 0.6431
25 Span 1 Middle DCONU2 -2415690.04 9.5898
25 Span 1 End DCONU2 -672847.60 2.5721
26 Span 1 Start DCONU2 -94539.82 0.4033
26 Span 1 Middle DCONU2 -2436480.14 9.8314
26 Span 1 End DCONU2 -696483.14 2.7321
27 Span 1 Start DCONU2 -186836.41 0.7663
27 Span 1 Middle DCONU2 -4244068.15 17.7640
27 Span 1 End DCONU2 -1240883.35 4.8715
28 Span 1 Start DCONU2 -2457765.77 6.6830
28 Span 1 Middle DCONU2 -4257545.85 11.8205
28 Span 1 End DCONU2 -576117.13 2.1161
29 Span 1 Start DCONU2 -691868.64 2.7144
29 Span 1 Middle DCONU2 -2421831.32 9.7708
29 Span 1 End DCONU2 -93521.34 0.3992
30 Span 1 Start DCONU2 -168741.23 0.6305
30 Span 1 Middle DCONU2 -2375510.03 9.4217
30 Span 1 End DCONU2 -660716.92 2.5254
31 Span 1 Start DCONU2 -960740.28 3.1012
31 Span 1 Middle DCONU2 -6016448.59 17.0747
31 Span 1 End DCONU2 -1649096.87 4.4590
32 Span 1 Start DCONU2 -1240883.35 4.8715
32 Span 1 Middle DCONU2 -4244068.15 17.7640
32 Span 1 End DCONU2 -186836.41 0.7663
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Table 31: Concrete Beam Design Summary 01 - Flexural And Shear Data, Part 1 of 3
Line SpanID Location FTopCombo FTopMomen
t
FTopArea
kgf-cm cm2
33 Span 1 Start DCONU2 -694976.04 2.7264
33 Span 1 Middle DCONU2 -2431636.81 9.8117
33 Span 1 End DCONU2 -94002.61 0.4009
34 Span 1 Start DCONU2 -659782.74 2.5218
34 Span 1 Middle DCONU2 -2372836.11 9.4107
34 Span 1 End DCONU2 -168629.42 0.6301
35 Span 1 Start DCONU2 -882367.90 2.8107
35 Span 1 Middle DCONU2 -6039719.01 17.1454
35 Span 1 End DCONU2 -1660639.38 4.4905
36 Span 1 Start DCONU2 -1051001.93 3.3287
36 Span 1 Middle DCONU2 -4212058.26 11.6876
36 Span 1 End DCONU2 -3392899.70 9.3256
Table 31: Concrete Beam Design Summary 01 - Flexural And Shear Data, Part 2 of 3
Table 31: Concrete Beam Design Summary 01 - Flexural And Shear Data, Part 2 of 3
Line SpanID Location FBotCombo FBotMomen
t
FBotArea
kgf-cm cm2
1 Span 1 Start DCONU2 103665.82 0.3974
1 Span 1 Middle 0.00 0.0000
1 Span 1 End DCONU2 740116.26 2.8249
2 Span 1 Start DCONU2 740116.26 2.8249
2 Span 1 Middle 0.00 0.0000
2 Span 1 End DCONU2 103665.82 0.3974
19 Span 1 Start DCONU2 557761.29 1.4498
19 Span 1 Middle 0.00 0.0000
19 Span 1 End DCONU2 165506.04 1.0233
20 Span 1 Start DCONU2 182573.14 0.9906
20 Span 1 Middle 0.00 0.0000
20 Span 1 End DCONU2 206167.70 0.5502
21 Span 1 Start DCONU2 890293.41 3.4518
21 Span 1 Middle 0.00 0.0000
21 Span 1 End DCONU2 62526.09 0.3465
22 Span 1 Start DCONU2 105129.78 0.3851
22 Span 1 Middle 0.00 0.0000
22 Span 1 End DCONU2 755079.27 2.8752
23 Span 1 Start DCONU2 209810.50 0.5595
23 Span 1 Middle 0.00 0.0000
23 Span 1 End DCONU2 131708.20 0.8575
24 Span 1 Start DCONU2 574540.57 1.4948
24 Span 1 Middle 0.00 0.0000
24 Span 1 End DCONU2 163542.91 0.9762
25 Span 1 Start DCONU2 754069.57 2.8717
25 Span 1 Middle 0.00 0.0000
25 Span 1 End DCONU2 102608.61 0.3741
26 Span 1 Start DCONU2 889836.41 3.4504
26 Span 1 Middle 0.00 0.0000
26 Span 1 End DCONU2 61435.43 0.3413
27 Span 1 Start DCONU2 945229.34 3.6805
27 Span 1 Middle 0.00 0.0000
27 Span 1 End DCONU2 28276.31 0.2314
28 Span 1 Start DCONU2 202313.97 0.5397
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Table 31: Concrete Beam Design Summary 01 - Flexural And Shear Data, Part 2 of 3
Line SpanID Location FBotCombo FBotMomen
t
FBotArea
kgf-cm cm2
28 Span 1 Middle 0.00 0.0000
28 Span 1 End DCONU2 134572.15 0.9272
29 Span 1 Start DCONU2 62535.15 0.3458
29 Span 1 Middle 0.00 0.0000
29 Span 1 End DCONU2 890437.79 3.4525
30 Span 1 Start DCONU2 755301.57 2.8761
30 Span 1 Middle 0.00 0.0000
30 Span 1 End DCONU2 105589.18 0.3869
31 Span 1 Start DCONU2 195176.74 1.1740
31 Span 1 Middle 0.00 0.0000
31 Span 1 End DCONU2 555357.31 1.4434
32 Span 1 Start DCONU2 28276.31 0.2314
32 Span 1 Middle 0.00 0.0000
32 Span 1 End DCONU2 945229.34 3.6805
33 Span 1 Start DCONU2 61766.17 0.3437
33 Span 1 Middle 0.00 0.0000
33 Span 1 End DCONU2 890400.03 3.4522
34 Span 1 Start DCONU2 105928.81 0.3883
34 Span 1 Middle 0.00 0.0000
34 Span 1 End DCONU2 755248.21 2.8758
35 Span 1 Start DCONU2 167763.96 0.9866
35 Span 1 Middle 0.00 0.0000
35 Span 1 End DCONU2 551730.97 1.4336
36 Span 1 Start DCONU2 124899.35 0.8377
36 Span 1 Middle 0.00 0.0000
36 Span 1 End DCONU2 212862.61 0.5681
Table 31: Concrete Beam Design Summary 01 - Flexural And Shear Data, Part 3 of 3
Table 31: Concrete Beam Design Summary 01 - Flexural And Shear Data, Part 3 of 3
Line SpanID Location VCombo VForce VArea
kgf cm2/cm
1 Span 1 Start DCONU2 14455.85 0.0259
1 Span 1 Middle DCONU2 16081.89 0.0259
1 Span 1 End DCONU2 14423.01 0.0259
2 Span 1 Start DCONU2 14423.01 0.0259
2 Span 1 Middle DCONU2 16081.89 0.0259
2 Span 1 End DCONU2 14455.85 0.0259
19 Span 1 Start DCONU2 21318.82 0.0259
19 Span 1 Middle DCONU2 23172.09 0.0259
19 Span 1 End DCONU2 13229.30 0.0000
20 Span 1 Start DCONU2 13791.17 0.0000
20 Span 1 Middle DCONU2 30208.82 0.0398
20 Span 1 End DCONU2 29638.58 0.0380
21 Span 1 Start DCONU2 8954.21 0.0000
21 Span 1 Middle DCONU2 10129.81 0.0000
21 Span 1 End DCONU2 7689.98 0.0000
22 Span 1 Start DCONU2 8882.34 0.0000
22 Span 1 Middle DCONU2 10925.35 0.0000
22 Span 1 End DCONU2 9589.41 0.0000
23 Span 1 Start DCONU2 29739.26 0.0383
23 Span 1 Middle DCONU2 29999.30 0.0391
23 Span 1 End DCONU2 11576.57 0.0000
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Table 31: Concrete Beam Design Summary 01 - Flexural And Shear Data, Part 3 of 3
Line SpanID Location VCombo VForce VArea
kgf cm2/cm
24 Span 1 Start DCONU2 20603.69 0.0259
24 Span 1 Middle DCONU2 22552.01 0.0259
24 Span 1 End DCONU2 14103.52 0.0000
25 Span 1 Start DCONU2 9605.65 0.0000
25 Span 1 Middle DCONU2 11016.64 0.0000
25 Span 1 End DCONU2 8920.87 0.0000
26 Span 1 Start DCONU2 8957.23 0.0000
26 Span 1 Middle DCONU2 10163.17 0.0000
26 Span 1 End DCONU2 7703.99 0.0000
27 Span 1 Start DCONU2 13132.62 0.0259
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