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Project ReportModel File: SEGUNDO PROYECTO, Revision 0

30/09/2014

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Table of Contents

1. Structure Data 4

1.1 Story Data 4

1.2 Grid Data 4

1.3 Point Coordinates 4

1.4 Line Connectivity 5

1.5 Area Connectivity 6

1.6 Mass 6

2. Properties 8

2.1 Materials 8

2.2 Frame Sections 8

2.3 Shell Sections 8

2.4 Reinforcement Sizes 8

3. Assignments 9

3.1 Joint Assignments 9

3.2 Frame Assignments 11

3.3 Shell Assignments 16

4. Loads 18

4.1 Load Patterns 18

4.2 Auto Wind Loading 18

4.2.1 Auto Seismic Loading 18

4.2.2 Applied Loads 21

4.2.3 Load Cases 23

4.2.4 Load Combinations 23

4.2.5 Structure Results 23

4.2.6 Story Results 23

4.2.7 Point Results 28

4.2.8 Modal Results 32

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List of Tables

Table 1.1 Story Data 4

Table 1.2 Grid Systems 4

Table 1.3 Grid Lines 4

Table 1.4 Joint Coordinates Data 4

Table 1.5 Column Connectivity Data 5

Table 1.6 Beam Connectivity Data 5

Table 1.7 Floor Connectivity Data 6

Table 1.8 Mass Source 7

Table 1.9 Mass Summary by Story 7

Table 2.1 Material Properties - Summary 8

Table 2.2 Frame Sections - Summary 8

Table 2.3 Shell Sections - Summary 8

Table 2.4 Reinforcing Bar Sizes 8

Table 3.1 Joint Assignments - Summary 9

Table 3.2 Frame Assignments - Summary 11

Table 3.3 Shell Assignments - Summary 16

Table 4.1 Load Patterns 18

Table 4.3 Shell Loads - Uniform 21

Table 4.4 Load Cases - Summary 23

Table 4.5 Load Combinations 23

Table 4.6 Base Reactions 23

Table 4.7 Story Drifts 24

Table 4.8 Story Forces 25

Table 4.9 Joint Reactions 29

Table 4.10 Modal Periods and Frequencies 32

Table 4.11 Modal Participating Mass Ratios 32

Table 4.12 Modal Load Participation Ratios 33

Table 4.13 Modal Direction Factors 33

Structure Data 30/09/2014

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1 Structure DataThis chapter provides model geometry information, including items such as story levels, point coordinates, andelement connectivity.

1.1 Story Data

Table 1.1 - Story Data

Name Heightm

Elevationm

MasterStory

SimilarTo

SpliceStory

P-6 3 20 Yes None NoP-5 3 17 No P-6 NoP-4 3 14 No P-6 NoP-3 3 11 No P-6 NoP-2 3 8 No P-6 NoP-1 5 5 No P-6 No

ZAPATA 0 0 No None No

1.2 Grid Data

Table 1.2 - Grid Systems

Name Type StoryRange

XOrigin

m

YOrigin

m

Rotationdeg

BubbleSize

mColor

G1 Cartesian Default 0 0 0 1,25 ffa0a0a0

Table 1.3 - Grid Lines

GridSystem

GridDirection Grid ID Visible Bubble

LocationOrdinate

mG1 X A Yes End 1,5G1 X B Yes End 5,5G1 X C Yes End 10,4G1 Y 1 Yes Start 0G1 Y 2 Yes Start 5,2G1 Y 3 Yes Start 10,7G1 Y 4 Yes Start 14,9G1 Y 5 Yes Start 16,4

1.3 Point Coordinates

Table 1.4 - Joint Coordinates Data

Label Xm

Ym

ΔZBelow

m1 1,5 16,4 02 5,5 16,4 03 10,4 16,4 04 1,5 14,9 05 5,5 14,9 06 10,4 14,9 07 1,5 10,7 0


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Table 1.4 - Joint Coordinates Data (continued)

Label Xm

Ym

ΔZBelow

m8 5,5 10,7 09 10,4 10,7 0

10 10,4 5,2 011 5,5 5,2 012 1,5 5,2 013 1,5 0 014 5,5 0 015 10,4 0 0

1.4 Line Connectivity

Table 1.5 - Column Connectivity Data

Column I-EndPoint

J-EndPoint

I-EndStory

C4 4 4 BelowC5 5 5 BelowC6 6 6 BelowC7 7 7 BelowC8 8 8 BelowC9 9 9 Below

C10 10 10 BelowC11 11 11 BelowC12 12 12 BelowC13 13 13 BelowC14 14 14 BelowC15 15 15 Below

Table 1.6 - Beam Connectivity Data

Beam I-EndPoint

J-EndPoint

CurveType

B4 7 4 NoneB5 8 5 NoneB6 9 6 NoneB7 10 9 NoneB8 11 8 NoneB9 12 7 None

B10 13 12 NoneB11 14 11 NoneB12 15 10 NoneB13 11 10 NoneB14 12 11 NoneB15 13 14 NoneB16 14 15 NoneB17 8 9 NoneB18 7 8 None


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Table 1.6 - Beam Connectivity Data (continued)

Beam I-EndPoint

J-EndPoint

CurveType

B19 4 5 NoneB20 5 6 NoneB21 5 2 NoneB22 4 1 NoneB23 6 3 NoneB1 1 2 NoneB2 2 3 None

1.5 Area Connectivity

Table 1.7 - Floor Connectivity Data

Floor Numberof Edges

EdgeNumber Point 1 Point 2 Curve

Type

F1 4 1 4 5 None2 5 2 None3 2 1 None4 1 4 None









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1.6 Mass

Table 1.8 - Mass Source

IncludeElements

IncludeAddedMass

IncludeLoads

LateralOnly

Lumpat

StoriesYes Yes No Yes Yes

Table 1.9 - Mass Summary by Story

Story UXtonf-s²/m

UYtonf-s²/m

UZtonf-s²/m

P-6 5,75091 5,75091 0P-5 6,14738 6,14738 0P-4 6,2666 6,2666 0P-3 6,40976 6,40976 0P-2 6,55101 6,55101 0P-1 7,18609 7,18609 0

ZAPATA 1,17471 1,17471 0

Properties 30/09/2014

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2 Properties

This chapter provides property information for materials, frame sections, shell sections, and links.

2.1 Materials

Table 2.1 - Material Properties - Summary

Name Type Etonf/m² ν

UnitWeighttonf/m³

Design Strengths

A615Gr60 Rebar 20389019,16 0,3 7,849 Fy=42184,18 tonf/m², Fu=63276,27 tonf/m²CONCRETO Concrete 2104563,54 0,2 2,4 Fc=2100 tonf/m²

2.2 Frame Sections

Table 2.2 - Frame Sections - Summary

Name Material ShapeCOLUMNA 30X30 CONCRETO Concrete RectangularCOLUMNA 35X35 CONCRETO Concrete RectangularCOLUMNA 40X40 CONCRETO Concrete Rectangular

VIGA 46X23 CONCRETO Concrete Rectangular

2.3 Shell Sections

Table 2.3 - Shell Sections - Summary

Name DesignType

ElementType Material

TotalThickness

mLOSA Slab Shell-Thick CONCRETO 0,05

2.4 Reinforcement Sizes

Table 2.4 - Reinforcing Bar Sizes

Name Diameterm

Aream²

10 0,01 7,9E-0520 0,02 0,000314

Assignments 30/09/2014

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3 AssignmentsThis chapter provides a listing of the assignments applied to the model.

3.1 Joint Assignments

Table 3.1 - Joint Assignments - Summary

Story Label UniqueName Diaphragm Restraints

P-6 1 134 From AreaP-6 2 128 From AreaP-6 3 140 From AreaP-6 4 8 From AreaP-6 5 10 From AreaP-6 6 12 From AreaP-6 7 14 From AreaP-6 8 16 From AreaP-6 9 18 From AreaP-6 10 20 From AreaP-6 11 22 From AreaP-6 12 24 From AreaP-6 13 26 From AreaP-6 14 28 From AreaP-6 15 30 From AreaP-5 1 135 From AreaP-5 2 129 From AreaP-5 3 141 From AreaP-5 4 7 From AreaP-5 5 9 From AreaP-5 6 11 From AreaP-5 7 13 From AreaP-5 8 15 From AreaP-5 9 17 From AreaP-5 10 19 From AreaP-5 11 21 From AreaP-5 12 23 From AreaP-5 13 25 From AreaP-5 14 27 From AreaP-5 15 29 From AreaP-4 1 136 From AreaP-4 2 130 From AreaP-4 3 142 From AreaP-4 4 31 From AreaP-4 5 32 From AreaP-4 6 33 From AreaP-4 7 36 From AreaP-4 8 35 From AreaP-4 9 34 From AreaP-4 10 39 From AreaP-4 11 38 From Area


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Table 3.1 - Joint Assignments - Summary (continued)


P-4 12 37 From AreaP-4 13 42 From AreaP-4 14 41 From AreaP-4 15 40 From AreaP-3 1 137 From AreaP-3 2 131 From AreaP-3 3 143 From AreaP-3 4 43 From AreaP-3 5 44 From AreaP-3 6 45 From AreaP-3 7 48 From AreaP-3 8 47 From AreaP-3 9 46 From AreaP-3 10 51 From AreaP-3 11 50 From AreaP-3 12 49 From AreaP-3 13 54 From AreaP-3 14 53 From AreaP-3 15 52 From AreaP-2 1 138 From AreaP-2 2 132 From AreaP-2 3 144 From AreaP-2 4 55 From AreaP-2 5 56 From AreaP-2 6 57 From AreaP-2 7 60 From AreaP-2 8 59 From AreaP-2 9 58 From AreaP-2 10 63 From AreaP-2 11 62 From AreaP-2 12 61 From AreaP-2 13 66 From AreaP-2 14 65 From AreaP-2 15 64 From AreaP-1 1 133 From AreaP-1 2 127 From AreaP-1 3 139 From AreaP-1 4 67 From AreaP-1 5 68 From AreaP-1 6 69 From AreaP-1 7 72 From AreaP-1 8 71 From AreaP-1 9 70 From AreaP-1 10 75 From AreaP-1 11 74 From Area


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Table 3.1 - Joint Assignments - Summary (continued)


P-1 12 73 From AreaP-1 13 78 From AreaP-1 14 77 From AreaP-1 15 76 From Area

ZAPATA 4 79 From Area UX; UY; UZZAPATA 5 80 From Area UX; UY; UZZAPATA 6 81 From Area UX; UY; UZZAPATA 7 84 From Area UX; UY; UZZAPATA 8 83 From Area UX; UY; UZZAPATA 9 82 From Area UX; UY; UZZAPATA 10 87 From Area UX; UY; UZZAPATA 11 86 From Area UX; UY; UZZAPATA 12 85 From Area UX; UY; UZZAPATA 13 90 From Area UX; UY; UZZAPATA 14 89 From Area UX; UY; UZZAPATA 15 88 From Area UX; UY; UZ

3.2 Frame Assignments

Table 3.2 - Frame Assignments - Summary

Story Label UniqueName

DesignType

Lengthm

AnalysisSection Design Section

AxisAngledeg

MaxStationSpacing

m

MinNumberStations

P-6 C4 4 Column 3 COLUMNA 30X30 COLUMNA 30X30 3P-6 C5 5 Column 3 COLUMNA 30X30 COLUMNA 30X30 3P-6 C6 6 Column 3 COLUMNA 30X30 COLUMNA 30X30 3P-6 C7 7 Column 3 COLUMNA 30X30 COLUMNA 30X30 3P-6 C8 8 Column 3 COLUMNA 30X30 COLUMNA 30X30 3P-6 C9 9 Column 3 COLUMNA 30X30 COLUMNA 30X30 90 3P-6 C10 10 Column 3 COLUMNA 30X30 COLUMNA 30X30 90 3P-6 C11 11 Column 3 COLUMNA 30X30 COLUMNA 30X30 90 3P-6 C12 12 Column 3 COLUMNA 30X30 COLUMNA 30X30 90 3P-6 C13 13 Column 3 COLUMNA 30X30 COLUMNA 30X30 90 3P-6 C14 14 Column 3 COLUMNA 30X30 COLUMNA 30X30 90 3P-6 C15 15 Column 3 COLUMNA 30X30 COLUMNA 30X30 90 3P-5 C4 16 Column 3 COLUMNA 30X30 COLUMNA 30X30 90 3P-5 C5 17 Column 3 COLUMNA 30X30 COLUMNA 30X30 90 3P-5 C6 18 Column 3 COLUMNA 30X30 COLUMNA 30X30 90 3P-5 C7 21 Column 3 COLUMNA 30X30 COLUMNA 30X30 90 3P-5 C8 20 Column 3 COLUMNA 30X30 COLUMNA 30X30 90 3P-5 C9 19 Column 3 COLUMNA 30X30 COLUMNA 30X30 90 3P-5 C10 24 Column 3 COLUMNA 30X30 COLUMNA 30X30 90 3P-5 C11 23 Column 3 COLUMNA 30X30 COLUMNA 30X30 90 3P-5 C12 22 Column 3 COLUMNA 30X30 COLUMNA 30X30 90 3P-5 C13 27 Column 3 COLUMNA 30X30 COLUMNA 30X30 90 3


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Table 3.2 - Frame Assignments - Summary (continued)


DesignType

Lengthm


AxisAngledeg

MaxStationSpacing

m

MinNumberStations

P-5 C14 26 Column 3 COLUMNA 30X30 COLUMNA 30X30 90 3P-5 C15 25 Column 3 COLUMNA 30X30 COLUMNA 30X30 90 3P-4 C4 28 Column 3 COLUMNA 35X35 COLUMNA 35X35 90 3P-4 C5 29 Column 3 COLUMNA 35X35 COLUMNA 35X35 90 3P-4 C6 30 Column 3 COLUMNA 35X35 COLUMNA 35X35 90 3P-4 C7 33 Column 3 COLUMNA 35X35 COLUMNA 35X35 90 3P-4 C8 32 Column 3 COLUMNA 35X35 COLUMNA 35X35 90 3P-4 C9 31 Column 3 COLUMNA 35X35 COLUMNA 35X35 90 3P-4 C10 36 Column 3 COLUMNA 35X35 COLUMNA 35X35 90 3P-4 C11 35 Column 3 COLUMNA 35X35 COLUMNA 35X35 90 3P-4 C12 34 Column 3 COLUMNA 35X35 COLUMNA 35X35 90 3P-4 C13 39 Column 3 COLUMNA 35X35 COLUMNA 35X35 90 3P-4 C14 38 Column 3 COLUMNA 35X35 COLUMNA 35X35 90 3P-4 C15 37 Column 3 COLUMNA 35X35 COLUMNA 35X35 90 3P-3 C4 40 Column 3 COLUMNA 35X35 COLUMNA 35X35 90 3P-3 C5 41 Column 3 COLUMNA 35X35 COLUMNA 35X35 90 3P-3 C6 42 Column 3 COLUMNA 35X35 COLUMNA 35X35 90 3P-3 C7 45 Column 3 COLUMNA 35X35 COLUMNA 35X35 90 3P-3 C8 44 Column 3 COLUMNA 35X35 COLUMNA 35X35 90 3P-3 C9 43 Column 3 COLUMNA 35X35 COLUMNA 35X35 90 3P-3 C10 48 Column 3 COLUMNA 35X35 COLUMNA 35X35 90 3P-3 C11 47 Column 3 COLUMNA 35X35 COLUMNA 35X35 90 3P-3 C12 46 Column 3 COLUMNA 35X35 COLUMNA 35X35 90 3P-3 C13 51 Column 3 COLUMNA 35X35 COLUMNA 35X35 90 3P-3 C14 50 Column 3 COLUMNA 35X35 COLUMNA 35X35 90 3P-3 C15 49 Column 3 COLUMNA 35X35 COLUMNA 35X35 90 3P-2 C4 52 Column 3 COLUMNA 40X40 COLUMNA 40X40 3P-2 C5 53 Column 3 COLUMNA 40X40 COLUMNA 40X40 3P-2 C6 54 Column 3 COLUMNA 40X40 COLUMNA 40X40 3P-2 C7 57 Column 3 COLUMNA 40X40 COLUMNA 40X40 3P-2 C8 56 Column 3 COLUMNA 40X40 COLUMNA 40X40 3P-2 C9 55 Column 3 COLUMNA 40X40 COLUMNA 40X40 3P-2 C10 60 Column 3 COLUMNA 40X40 COLUMNA 40X40 3P-2 C11 59 Column 3 COLUMNA 40X40 COLUMNA 40X40 3P-2 C12 58 Column 3 COLUMNA 40X40 COLUMNA 40X40 3P-2 C13 63 Column 3 COLUMNA 40X40 COLUMNA 40X40 3P-2 C14 62 Column 3 COLUMNA 40X40 COLUMNA 40X40 3P-2 C15 61 Column 3 COLUMNA 40X40 COLUMNA 40X40 3P-1 C4 64 Column 5 COLUMNA 40X40 COLUMNA 40X40 3P-1 C5 65 Column 5 COLUMNA 40X40 COLUMNA 40X40 3P-1 C6 66 Column 5 COLUMNA 40X40 COLUMNA 40X40 3P-1 C7 69 Column 5 COLUMNA 40X40 COLUMNA 40X40 3P-1 C8 68 Column 5 COLUMNA 40X40 COLUMNA 40X40 3P-1 C9 67 Column 5 COLUMNA 40X40 COLUMNA 40X40 3


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DesignType

Lengthm


AxisAngledeg

MaxStationSpacing

m

MinNumberStations

P-1 C10 72 Column 5 COLUMNA 40X40 COLUMNA 40X40 3P-1 C11 71 Column 5 COLUMNA 40X40 COLUMNA 40X40 3P-1 C12 70 Column 5 COLUMNA 40X40 COLUMNA 40X40 3P-1 C13 75 Column 5 COLUMNA 40X40 COLUMNA 40X40 3P-1 C14 74 Column 5 COLUMNA 40X40 COLUMNA 40X40 3P-1 C15 73 Column 5 COLUMNA 40X40 COLUMNA 40X40 3P-6 B4 95 Beam 4,2 VIGA 46X23 VIGA 46X23 0,5P-6 B5 101 Beam 4,2 VIGA 46X23 VIGA 46X23 0,5P-6 B6 107 Beam 4,2 VIGA 46X23 VIGA 46X23 0,5P-6 B7 113 Beam 5,5 VIGA 46X23 VIGA 46X23 0,5P-6 B8 119 Beam 5,5 VIGA 46X23 VIGA 46X23 0,5P-6 B9 125 Beam 5,5 VIGA 46X23 VIGA 46X23 0,5P-6 B10 131 Beam 5,2 VIGA 46X23 VIGA 46X23 0,5P-6 B11 137 Beam 5,2 VIGA 46X23 VIGA 46X23 0,5P-6 B12 143 Beam 5,2 VIGA 46X23 VIGA 46X23 0,5P-6 B13 149 Beam 4,9 VIGA 46X23 VIGA 46X23 0,5P-6 B14 155 Beam 4 VIGA 46X23 VIGA 46X23 0,5P-6 B15 161 Beam 4 VIGA 46X23 VIGA 46X23 0,5P-6 B16 167 Beam 4,9 VIGA 46X23 VIGA 46X23 0,5P-6 B17 173 Beam 4,9 VIGA 46X23 VIGA 46X23 0,5P-6 B18 179 Beam 4 VIGA 46X23 VIGA 46X23 0,5P-6 B19 185 Beam 4 VIGA 46X23 VIGA 46X23 0,5P-6 B20 191 Beam 4,9 VIGA 46X23 VIGA 46X23 0,5P-6 B21 197 Beam 1,5 VIGA 46X23 VIGA 46X23 0,5P-6 B22 203 Beam 1,5 VIGA 46X23 VIGA 46X23 0,5P-6 B23 209 Beam 1,5 VIGA 46X23 VIGA 46X23 0,5P-6 B1 2 Beam 4 VIGA 46X23 VIGA 46X23 0,5P-6 B2 80 Beam 4,9 VIGA 46X23 VIGA 46X23 0,5P-5 B4 96 Beam 4,2 VIGA 46X23 VIGA 46X23 0,5P-5 B5 102 Beam 4,2 VIGA 46X23 VIGA 46X23 0,5P-5 B6 108 Beam 4,2 VIGA 46X23 VIGA 46X23 0,5P-5 B7 114 Beam 5,5 VIGA 46X23 VIGA 46X23 0,5P-5 B8 120 Beam 5,5 VIGA 46X23 VIGA 46X23 0,5P-5 B9 126 Beam 5,5 VIGA 46X23 VIGA 46X23 0,5P-5 B10 132 Beam 5,2 VIGA 46X23 VIGA 46X23 0,5P-5 B11 138 Beam 5,2 VIGA 46X23 VIGA 46X23 0,5P-5 B12 144 Beam 5,2 VIGA 46X23 VIGA 46X23 0,5P-5 B13 150 Beam 4,9 VIGA 46X23 VIGA 46X23 0,5P-5 B14 156 Beam 4 VIGA 46X23 VIGA 46X23 0,5P-5 B15 162 Beam 4 VIGA 46X23 VIGA 46X23 0,5P-5 B16 168 Beam 4,9 VIGA 46X23 VIGA 46X23 0,5P-5 B17 174 Beam 4,9 VIGA 46X23 VIGA 46X23 0,5P-5 B18 180 Beam 4 VIGA 46X23 VIGA 46X23 0,5P-5 B19 186 Beam 4 VIGA 46X23 VIGA 46X23 0,5


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DesignType

Lengthm


AxisAngledeg

MaxStationSpacing

m

MinNumberStations

P-5 B20 192 Beam 4,9 VIGA 46X23 VIGA 46X23 0,5P-5 B21 198 Beam 1,5 VIGA 46X23 VIGA 46X23 0,5P-5 B22 204 Beam 1,5 VIGA 46X23 VIGA 46X23 0,5P-5 B23 210 Beam 1,5 VIGA 46X23 VIGA 46X23 0,5P-5 B1 3 Beam 4 VIGA 46X23 VIGA 46X23 0,5P-5 B2 81 Beam 4,9 VIGA 46X23 VIGA 46X23 0,5P-4 B4 97 Beam 4,2 VIGA 46X23 VIGA 46X23 0,5P-4 B5 103 Beam 4,2 VIGA 46X23 VIGA 46X23 0,5P-4 B6 109 Beam 4,2 VIGA 46X23 VIGA 46X23 0,5P-4 B7 115 Beam 5,5 VIGA 46X23 VIGA 46X23 0,5P-4 B8 121 Beam 5,5 VIGA 46X23 VIGA 46X23 0,5P-4 B9 127 Beam 5,5 VIGA 46X23 VIGA 46X23 0,5P-4 B10 133 Beam 5,2 VIGA 46X23 VIGA 46X23 0,5P-4 B11 139 Beam 5,2 VIGA 46X23 VIGA 46X23 0,5P-4 B12 145 Beam 5,2 VIGA 46X23 VIGA 46X23 0,5P-4 B13 151 Beam 4,9 VIGA 46X23 VIGA 46X23 0,5P-4 B14 157 Beam 4 VIGA 46X23 VIGA 46X23 0,5P-4 B15 163 Beam 4 VIGA 46X23 VIGA 46X23 0,5P-4 B16 169 Beam 4,9 VIGA 46X23 VIGA 46X23 0,5P-4 B17 175 Beam 4,9 VIGA 46X23 VIGA 46X23 0,5P-4 B18 181 Beam 4 VIGA 46X23 VIGA 46X23 0,5P-4 B19 187 Beam 4 VIGA 46X23 VIGA 46X23 0,5P-4 B20 193 Beam 4,9 VIGA 46X23 VIGA 46X23 0,5P-4 B21 199 Beam 1,5 VIGA 46X23 VIGA 46X23 0,5P-4 B22 205 Beam 1,5 VIGA 46X23 VIGA 46X23 0,5P-4 B23 211 Beam 1,5 VIGA 46X23 VIGA 46X23 0,5P-4 B1 76 Beam 4 VIGA 46X23 VIGA 46X23 0,5P-4 B2 82 Beam 4,9 VIGA 46X23 VIGA 46X23 0,5P-3 B4 98 Beam 4,2 VIGA 46X23 VIGA 46X23 0,5P-3 B5 104 Beam 4,2 VIGA 46X23 VIGA 46X23 0,5P-3 B6 110 Beam 4,2 VIGA 46X23 VIGA 46X23 0,5P-3 B7 116 Beam 5,5 VIGA 46X23 VIGA 46X23 0,5P-3 B8 122 Beam 5,5 VIGA 46X23 VIGA 46X23 0,5P-3 B9 128 Beam 5,5 VIGA 46X23 VIGA 46X23 0,5P-3 B10 134 Beam 5,2 VIGA 46X23 VIGA 46X23 0,5P-3 B11 140 Beam 5,2 VIGA 46X23 VIGA 46X23 0,5P-3 B12 146 Beam 5,2 VIGA 46X23 VIGA 46X23 0,5P-3 B13 152 Beam 4,9 VIGA 46X23 VIGA 46X23 0,5P-3 B14 158 Beam 4 VIGA 46X23 VIGA 46X23 0,5P-3 B15 164 Beam 4 VIGA 46X23 VIGA 46X23 0,5P-3 B16 170 Beam 4,9 VIGA 46X23 VIGA 46X23 0,5P-3 B17 176 Beam 4,9 VIGA 46X23 VIGA 46X23 0,5P-3 B18 182 Beam 4 VIGA 46X23 VIGA 46X23 0,5P-3 B19 188 Beam 4 VIGA 46X23 VIGA 46X23 0,5


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DesignType

Lengthm


AxisAngledeg

MaxStationSpacing

m

MinNumberStations

P-3 B20 194 Beam 4,9 VIGA 46X23 VIGA 46X23 0,5P-3 B21 200 Beam 1,5 VIGA 46X23 VIGA 46X23 0,5P-3 B22 206 Beam 1,5 VIGA 46X23 VIGA 46X23 0,5P-3 B23 212 Beam 1,5 VIGA 46X23 VIGA 46X23 0,5P-3 B1 77 Beam 4 VIGA 46X23 VIGA 46X23 0,5P-3 B2 83 Beam 4,9 VIGA 46X23 VIGA 46X23 0,5P-2 B4 99 Beam 4,2 VIGA 46X23 VIGA 46X23 0,5P-2 B5 105 Beam 4,2 VIGA 46X23 VIGA 46X23 0,5P-2 B6 111 Beam 4,2 VIGA 46X23 VIGA 46X23 0,5P-2 B7 117 Beam 5,5 VIGA 46X23 VIGA 46X23 0,5P-2 B8 123 Beam 5,5 VIGA 46X23 VIGA 46X23 0,5P-2 B9 129 Beam 5,5 VIGA 46X23 VIGA 46X23 0,5P-2 B10 135 Beam 5,2 VIGA 46X23 VIGA 46X23 0,5P-2 B11 141 Beam 5,2 VIGA 46X23 VIGA 46X23 0,5P-2 B12 147 Beam 5,2 VIGA 46X23 VIGA 46X23 0,5P-2 B13 153 Beam 4,9 VIGA 46X23 VIGA 46X23 0,5P-2 B14 159 Beam 4 VIGA 46X23 VIGA 46X23 0,5P-2 B15 165 Beam 4 VIGA 46X23 VIGA 46X23 0,5P-2 B16 171 Beam 4,9 VIGA 46X23 VIGA 46X23 0,5P-2 B17 177 Beam 4,9 VIGA 46X23 VIGA 46X23 0,5P-2 B18 183 Beam 4 VIGA 46X23 VIGA 46X23 0,5P-2 B19 189 Beam 4 VIGA 46X23 VIGA 46X23 0,5P-2 B20 195 Beam 4,9 VIGA 46X23 VIGA 46X23 0,5P-2 B21 201 Beam 1,5 VIGA 46X23 VIGA 46X23 0,5P-2 B22 207 Beam 1,5 VIGA 46X23 VIGA 46X23 0,5P-2 B23 213 Beam 1,5 VIGA 46X23 VIGA 46X23 0,5P-2 B1 78 Beam 4 VIGA 46X23 VIGA 46X23 0,5P-2 B2 84 Beam 4,9 VIGA 46X23 VIGA 46X23 0,5P-1 B4 94 Beam 4,2 VIGA 46X23 VIGA 46X23 0,5P-1 B5 100 Beam 4,2 VIGA 46X23 VIGA 46X23 0,5P-1 B6 106 Beam 4,2 VIGA 46X23 VIGA 46X23 0,5P-1 B7 112 Beam 5,5 VIGA 46X23 VIGA 46X23 0,5P-1 B8 118 Beam 5,5 VIGA 46X23 VIGA 46X23 0,5P-1 B9 124 Beam 5,5 VIGA 46X23 VIGA 46X23 0,5P-1 B10 130 Beam 5,2 VIGA 46X23 VIGA 46X23 0,5P-1 B11 136 Beam 5,2 VIGA 46X23 VIGA 46X23 0,5P-1 B12 142 Beam 5,2 VIGA 46X23 VIGA 46X23 0,5P-1 B13 148 Beam 4,9 VIGA 46X23 VIGA 46X23 0,5P-1 B14 154 Beam 4 VIGA 46X23 VIGA 46X23 0,5P-1 B15 160 Beam 4 VIGA 46X23 VIGA 46X23 0,5P-1 B16 166 Beam 4,9 VIGA 46X23 VIGA 46X23 0,5P-1 B17 172 Beam 4,9 VIGA 46X23 VIGA 46X23 0,5P-1 B18 178 Beam 4 VIGA 46X23 VIGA 46X23 0,5P-1 B19 184 Beam 4 VIGA 46X23 VIGA 46X23 0,5


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DesignType

Lengthm


AxisAngledeg

MaxStationSpacing

m

MinNumberStations

P-1 B20 190 Beam 4,9 VIGA 46X23 VIGA 46X23 0,5P-1 B21 196 Beam 1,5 VIGA 46X23 VIGA 46X23 0,5P-1 B22 202 Beam 1,5 VIGA 46X23 VIGA 46X23 0,5P-1 B23 208 Beam 1,5 VIGA 46X23 VIGA 46X23 0,5P-1 B1 1 Beam 4 VIGA 46X23 VIGA 46X23 0,5P-1 B2 79 Beam 4,9 VIGA 46X23 VIGA 46X23 0,5

3.3 Shell Assignments

Table 3.3 - Shell Assignments - Summary

Story Label UniqueName Section

P-6 F1 11 LOSAP-6 F2 18 LOSAP-6 F3 25 LOSAP-6 F4 32 LOSAP-6 F5 39 LOSAP-6 F6 46 LOSAP-6 F7 53 LOSAP-6 F8 60 LOSAP-5 F1 12 LOSAP-5 F2 19 LOSAP-5 F3 26 LOSAP-5 F4 33 LOSAP-5 F5 40 LOSAP-5 F6 47 LOSAP-5 F7 54 LOSAP-5 F8 61 LOSAP-4 F1 13 LOSAP-4 F2 20 LOSAP-4 F3 27 LOSAP-4 F4 34 LOSAP-4 F5 41 LOSAP-4 F6 48 LOSAP-4 F7 55 LOSAP-4 F8 62 LOSAP-3 F1 14 LOSAP-3 F2 21 LOSAP-3 F3 28 LOSAP-3 F4 35 LOSAP-3 F5 42 LOSAP-3 F6 49 LOSAP-3 F7 56 LOSAP-3 F8 63 LOSA


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Table 3.3 - Shell Assignments - Summary (continued)

Story Label UniqueName Section

P-2 F1 15 LOSAP-2 F2 22 LOSAP-2 F3 29 LOSAP-2 F4 36 LOSAP-2 F5 43 LOSAP-2 F6 50 LOSAP-2 F7 57 LOSAP-2 F8 64 LOSAP-1 F1 16 LOSAP-1 F2 23 LOSAP-1 F3 30 LOSAP-1 F4 37 LOSAP-1 F5 44 LOSAP-1 F6 51 LOSAP-1 F7 58 LOSAP-1 F8 65 LOSA

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4 LoadsThis chapter provides loading information as applied to the model.

4.1 Load Patterns

Table 4.1 - Load Patterns

Name TypeSelf

WeightMultiplier

AutoLoad

CM Dead 1CV Live 0

SISMO Seismic 0 UBC 97

4.2 Auto Wind Loading

This chapter provides analysis results.

This chapter provides design data and results.

This chapter includes the selected custom views of the model.

4.2.1 Auto Seismic Loading

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UBC 97 Auto Seismic Load CalculationThis calculation presents the automatically generated lateral seismic loads for load pattern SISMO according toUBC 97, as calculated by ETABS.

Direction and Eccentricity

Direction = Multiple

Eccentricity Ratio = 5% for all diaphragms

Structural Period

Period Calculation Method = Program Calculated

Coefficient, C t [UBC 1630.2.2] Ct = 0,035ft

Structure Height Above Base, h n hn = 65,62 ft

Approximate Fundamental Period, T a

[UBC 1630.2.2 Eq. 30-8] Ta = Ct (h)34 Ta = 0,807 sec

Program Calculated Period, T [UBC1630.2.2.2] T 1.3 Ta

Factors and Coefficients

Response Modification Factor, R [UBCTable 16-N] R = 8,5

Importance Factor, I [UBC Table 16-K] I = 1

Seismic Zone Factor, Z [UBC Table 16-I] Z = 0,4

Soil Profile [UBC Table 16-J] = SC

Seismic Source Type = B

Closest Source Distance = 15 km

Near-Source Factor, N a [UBC Table 16-S] Na = 1

Near-Source Factor, N v [UBC Table 16-T] Nv = 1

Site Coefficient, C a [UBC Table 16-Q] Ca = 0,4

Site Coefficient, C v [UBC Table 16-R] Cv = 0,56

Equivalent Lateral Forces

Base Shear Coefficient [UBC 1630.2.1, Eq.30-4] = Cv I

RT

maximum [UBC 1630.2.1, Eq. 30-5] = 2.5 Ca IR = 0,117647

minimum [UBC 1630.2.1, Eq. 30-6] = 0.11 Ca I = 0,044

Zone 4 minimum [UBC 1630.2.1, Eq. 30-7] = 0.8 Z Nv IR = 0,037647

min Vcoeff max

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Calculated Base Shear

Direction Period Used(sec) V coeff

W(tonf)

V(tonf)

F t

(tonf)X 1,049 0 375,7099 23,59658 1,73269Y 1,049 0 375,7099 23,59658 1,73269

X + Ecc. Y 1,049 0 375,7099 23,59658 1,73269Y + Ecc. X 1,049 0 375,7099 23,59658 1,73269X - Ecc. Y 1,049 0 375,7099 23,59658 1,73269Y - Ecc. X 1,049 0 375,7099 23,59658 1,73269

Applied Story ForcesLateral Load to Stories - X

Force, tonf

0,00 1,20 2,40 3,60 4,80 6,00 7,20 8,40

P-6

P-5

P-4

P-3

P-2

P-1

ZAPATA

1,6854tonf

2,4584tonf

3,3074tonf

4,1153tonf

4,9021tonf

7,128tonfLateral Load to Stories - Y

Force, tonf

0,00 1,20 2,40 3,60 4,80 6,00 7,20 8,40

P-6

P-5

P-4

P-3

P-2

P-1

ZAPATA

1,6854tonf

2,4584tonf

3,3074tonf

4,1153tonf

4,9021tonf

7,128tonf

Story Elevation X-Dir Y-Dir

m tonf tonfP-6 20 7,128 0P-5 17 4,9021 0P-4 14 4,1153 0P-3 11 3,3074 0P-2 8 2,4584 0P-1 5 1,6854 0

ZAPATA 0 0 0

Story Elevation X-Dir Y-Dir

m tonf tonfP-6 20 0 7,128P-5 17 0 4,9021P-4 14 0 4,1153P-3 11 0 3,3074P-2 8 0 2,4584P-1 5 0 1,6854

ZAPATA 0 0 0

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4.2.2 Applied Loads

4.2.2.1 Area Loads

Table 4.3 - Shell Loads - Uniform


LoadPattern Direction Load

tonf/m²P-6 F1 11 CM Gravity 0,44P-6 F2 18 CM Gravity 0,44P-6 F3 25 CM Gravity 0,44P-6 F4 32 CM Gravity 0,44P-6 F5 39 CM Gravity 0,44P-6 F6 46 CM Gravity 0,44P-6 F7 53 CM Gravity 0,44P-6 F8 60 CM Gravity 0,44P-5 F1 12 CM Gravity 0,44P-5 F2 19 CM Gravity 0,44P-5 F3 26 CM Gravity 0,44P-5 F4 33 CM Gravity 0,44P-5 F5 40 CM Gravity 0,44P-5 F6 47 CM Gravity 0,44P-5 F7 54 CM Gravity 0,44P-5 F8 61 CM Gravity 0,44P-4 F1 13 CM Gravity 0,44P-4 F2 20 CM Gravity 0,44P-4 F3 27 CM Gravity 0,44P-4 F4 34 CM Gravity 0,44P-4 F5 41 CM Gravity 0,44P-4 F6 48 CM Gravity 0,44P-4 F7 55 CM Gravity 0,44P-4 F8 62 CM Gravity 0,44P-3 F1 14 CM Gravity 0,44P-3 F2 21 CM Gravity 0,44P-3 F3 28 CM Gravity 0,44P-3 F4 35 CM Gravity 0,44P-3 F5 42 CM Gravity 0,44P-3 F6 49 CM Gravity 0,44P-3 F7 56 CM Gravity 0,44P-3 F8 63 CM Gravity 0,44P-2 F1 15 CM Gravity 0,44P-2 F2 22 CM Gravity 0,44P-2 F3 29 CM Gravity 0,44P-2 F4 36 CM Gravity 0,44P-2 F5 43 CM Gravity 0,44P-2 F6 50 CM Gravity 0,44P-2 F7 57 CM Gravity 0,44P-2 F8 64 CM Gravity 0,44P-1 F1 16 CM Gravity 0,44P-1 F2 23 CM Gravity 0,44

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Table 4.3 - Shell Loads - Uniform (continued)



tonf/m²P-1 F3 30 CM Gravity 0,44P-1 F4 37 CM Gravity 0,44P-1 F5 44 CM Gravity 0,44P-1 F6 51 CM Gravity 0,44P-1 F7 58 CM Gravity 0,44P-1 F8 65 CM Gravity 0,44P-6 F1 11 CV Gravity 0,1P-6 F2 18 CV Gravity 0,1P-6 F3 25 CV Gravity 0,1P-6 F4 32 CV Gravity 0,1P-6 F5 39 CV Gravity 0,1P-6 F6 46 CV Gravity 0,1P-6 F7 53 CV Gravity 0,1P-6 F8 60 CV Gravity 0,1P-5 F1 12 CV Gravity 0,2P-5 F2 19 CV Gravity 0,2P-5 F3 26 CV Gravity 0,2P-5 F4 33 CV Gravity 0,2P-5 F5 40 CV Gravity 0,2P-5 F6 47 CV Gravity 0,2P-5 F7 54 CV Gravity 0,2P-5 F8 61 CV Gravity 0,2P-4 F1 13 CV Gravity 0,2P-4 F2 20 CV Gravity 0,2P-4 F3 27 CV Gravity 0,2P-4 F4 34 CV Gravity 0,2P-4 F5 41 CV Gravity 0,2P-4 F6 48 CV Gravity 0,2P-4 F7 55 CV Gravity 0,2P-4 F8 62 CV Gravity 0,2P-3 F1 14 CV Gravity 0,2P-3 F2 21 CV Gravity 0,2P-3 F3 28 CV Gravity 0,2P-3 F4 35 CV Gravity 0,2P-3 F5 42 CV Gravity 0,2P-3 F6 49 CV Gravity 0,2P-3 F7 56 CV Gravity 0,2P-3 F8 63 CV Gravity 0,2P-2 F1 15 CV Gravity 0,3P-2 F2 22 CV Gravity 0,3P-2 F3 29 CV Gravity 0,3P-2 F4 36 CV Gravity 0,3P-2 F5 43 CV Gravity 0,3P-2 F6 50 CV Gravity 0,3P-2 F7 57 CV Gravity 0,3

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Table 4.3 - Shell Loads - Uniform (continued)



tonf/m²P-2 F8 64 CV Gravity 0,3P-1 F1 16 CV Gravity 0,3P-1 F2 23 CV Gravity 0,3P-1 F3 30 CV Gravity 0,3P-1 F4 37 CV Gravity 0,3P-1 F5 44 CV Gravity 0,3P-1 F6 51 CV Gravity 0,3P-1 F7 58 CV Gravity 0,3P-1 F8 65 CV Gravity 0,3

4.2.3 Load Cases

Table 4.4 - Load Cases - Summary

Name TypeCM Linear StaticCV Linear Static

SISMO Linear Static

4.2.4 Load Combinations

Table 4.5 - Load Combinations

Name LoadCase/Combo

ScaleFactor Type Auto

P=CM+CV CM 1 Linear Add NoP=CM+CV CV 1 No

PU=1,2CM+1,6CV CM 1,2 Linear Add NoPU=1,2CM+1,6CV CV 1,6 No

ENVOLVENTE P=CM+CV 1 Envelope NoENVOLVENTE PU=1,2CM+1,6CV 1 No

4.2.5 Structure Results

Table 4.6 - Base Reactions

LoadCase/Combo

FXtonf

FYtonf

FZtonf

MXtonf-m

MYtonf-m

MZtonf-m

Xm

Ym

Zm

CM 0 0 782,4291 6463,1944 -4633,1719 0 0 0 0CV 0 0 189,748 1555,9336 -1129,0006 0 0 0 0

SISMO 1 -23,5966 0 0 0 -347,9853 197,2535 0 0 0SISMO 2 0 -23,5966 0 347,9853 0 -139,2999 0 0 0SISMO 3 -23,5966 0 0 0 -347,9853 197,2535 0 0 0SISMO 4 0 -23,5966 0 347,9853 0 -139,2999 0 0 0SISMO 5 -23,5966 0 0 0 -347,9853 197,2535 0 0 0SISMO 6 0 -23,5966 0 347,9853 0 -139,2999 0 0 0

P=CM+CV 0 0 972,1771 8019,128 -5762,1725 0 0 0 0PU=1,2CM+1,6CV 0 0 1242,5117 10245,327 -7366,2072 0 0 0 0

ENVOLVENTE Max 0 0 1242,5117 10245,327 -5762,1725 0 0 0 0ENVOLVENTE Min 0 0 972,1771 8019,128 -7366,2072 0 0 0 0

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4.2.6 Story Results

Table 4.7 - Story Drifts

Story LoadCase/Combo Label Item Drift X

mYm

Zm

P-6 SISMO 1 1 Max Drift X 0,000648 1,5 16,4 20P-6 SISMO 1 15 Max Drift Y 3,3E-05 10,4 0 20P-6 SISMO 2 1 Max Drift X 1,1E-05 1,5 16,4 20P-6 SISMO 2 3 Max Drift Y 0,000573 10,4 16,4 20P-6 SISMO 3 1 Max Drift X 0,000648 1,5 16,4 20P-6 SISMO 3 15 Max Drift Y 3,3E-05 10,4 0 20P-6 SISMO 4 1 Max Drift X 1,1E-05 1,5 16,4 20P-6 SISMO 4 3 Max Drift Y 0,000573 10,4 16,4 20P-6 SISMO 5 1 Max Drift X 0,000648 1,5 16,4 20P-6 SISMO 5 15 Max Drift Y 3,3E-05 10,4 0 20P-6 SISMO 6 1 Max Drift X 1,1E-05 1,5 16,4 20P-6 SISMO 6 3 Max Drift Y 0,000573 10,4 16,4 20P-5 SISMO 1 2 Max Drift X 0,001042 5,5 16,4 17P-5 SISMO 1 15 Max Drift Y 5,4E-05 10,4 0 17P-5 SISMO 2 1 Max Drift X 1,8E-05 1,5 16,4 17P-5 SISMO 2 9 Max Drift Y 0,000932 10,4 10,7 17P-5 SISMO 3 2 Max Drift X 0,001042 5,5 16,4 17P-5 SISMO 3 15 Max Drift Y 5,4E-05 10,4 0 17P-5 SISMO 4 1 Max Drift X 1,8E-05 1,5 16,4 17P-5 SISMO 4 9 Max Drift Y 0,000932 10,4 10,7 17P-5 SISMO 5 2 Max Drift X 0,001042 5,5 16,4 17P-5 SISMO 5 15 Max Drift Y 5,4E-05 10,4 0 17P-5 SISMO 6 1 Max Drift X 1,8E-05 1,5 16,4 17P-5 SISMO 6 9 Max Drift Y 0,000932 10,4 10,7 17P-4 SISMO 1 3 Max Drift X 0,000981 10,4 16,4 14P-4 SISMO 1 10 Max Drift Y 4,7E-05 10,4 5,2 14P-4 SISMO 2 3 Max Drift X 1,7E-05 10,4 16,4 14P-4 SISMO 2 15 Max Drift Y 0,000886 10,4 0 14P-4 SISMO 3 3 Max Drift X 0,000981 10,4 16,4 14P-4 SISMO 3 10 Max Drift Y 4,7E-05 10,4 5,2 14P-4 SISMO 4 3 Max Drift X 1,7E-05 10,4 16,4 14P-4 SISMO 4 15 Max Drift Y 0,000886 10,4 0 14P-4 SISMO 5 3 Max Drift X 0,000981 10,4 16,4 14P-4 SISMO 5 10 Max Drift Y 4,7E-05 10,4 5,2 14P-4 SISMO 6 3 Max Drift X 1,7E-05 10,4 16,4 14P-4 SISMO 6 15 Max Drift Y 0,000886 10,4 0 14P-3 SISMO 1 1 Max Drift X 0,001175 1,5 16,4 11P-3 SISMO 1 15 Max Drift Y 5,6E-05 10,4 0 11P-3 SISMO 2 1 Max Drift X 2,1E-05 1,5 16,4 11P-3 SISMO 2 9 Max Drift Y 0,001074 10,4 10,7 11P-3 SISMO 3 1 Max Drift X 0,001175 1,5 16,4 11P-3 SISMO 3 15 Max Drift Y 5,6E-05 10,4 0 11P-3 SISMO 4 1 Max Drift X 2,1E-05 1,5 16,4 11P-3 SISMO 4 9 Max Drift Y 0,001074 10,4 10,7 11

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Table 4.7 - Story Drifts (continued)

Story LoadCase/Combo Label Item Drift X

mYm

Zm

P-3 SISMO 5 1 Max Drift X 0,001175 1,5 16,4 11P-3 SISMO 5 15 Max Drift Y 5,6E-05 10,4 0 11P-3 SISMO 6 1 Max Drift X 2,1E-05 1,5 16,4 11P-3 SISMO 6 9 Max Drift Y 0,001074 10,4 10,7 11P-2 SISMO 1 3 Max Drift X 0,00138 10,4 16,4 8P-2 SISMO 1 6 Max Drift Y 6,1E-05 10,4 14,9 8P-2 SISMO 2 3 Max Drift X 2,5E-05 10,4 16,4 8P-2 SISMO 2 15 Max Drift Y 0,001281 10,4 0 8P-2 SISMO 3 3 Max Drift X 0,00138 10,4 16,4 8P-2 SISMO 3 6 Max Drift Y 6,1E-05 10,4 14,9 8P-2 SISMO 4 3 Max Drift X 2,5E-05 10,4 16,4 8P-2 SISMO 4 15 Max Drift Y 0,001281 10,4 0 8P-2 SISMO 5 3 Max Drift X 0,00138 10,4 16,4 8P-2 SISMO 5 6 Max Drift Y 6,1E-05 10,4 14,9 8P-2 SISMO 6 3 Max Drift X 2,5E-05 10,4 16,4 8P-2 SISMO 6 15 Max Drift Y 0,001281 10,4 0 8P-1 SISMO 1 5 Max Drift X 0,005388 5,5 14,9 5P-1 SISMO 1 15 Max Drift Y 0,000303 10,4 0 5P-1 SISMO 2 13 Max Drift X 8,8E-05 1,5 0 5P-1 SISMO 2 9 Max Drift Y 0,004964 10,4 10,7 5P-1 SISMO 3 5 Max Drift X 0,005388 5,5 14,9 5P-1 SISMO 3 15 Max Drift Y 0,000303 10,4 0 5P-1 SISMO 4 13 Max Drift X 8,8E-05 1,5 0 5P-1 SISMO 4 9 Max Drift Y 0,004964 10,4 10,7 5P-1 SISMO 5 5 Max Drift X 0,005388 5,5 14,9 5P-1 SISMO 5 15 Max Drift Y 0,000303 10,4 0 5P-1 SISMO 6 13 Max Drift X 8,8E-05 1,5 0 5P-1 SISMO 6 9 Max Drift Y 0,004964 10,4 10,7 5

Table 4.8 - Story Forces

Story LoadCase/Combo Location P

tonfVX

tonfVY

tonfT

tonf-mMX

tonf-mMY

tonf-mP-6 CM Top 118,1408 0 0 0 982,7663 -701,0641P-6 CM Bottom 125,9168 0 0 0 1042,6415 -746,1649P-5 CM Top 244,0577 0 0 0 2025,4077 -1447,229P-5 CM Bottom 251,8337 0 0 0 2085,2829 -1492,3298P-4 CM Top 369,9745 0 0 0 3068,0492 -2193,3939P-4 CM Bottom 380,5585 0 0 0 3149,546 -2254,7811P-3 CM Top 498,6994 0 0 0 4132,3122 -2955,8453P-3 CM Bottom 509,2834 0 0 0 4213,809 -3017,2325P-2 CM Top 627,4242 0 0 0 5196,5753 -3718,2966P-2 CM Bottom 641,2482 0 0 0 5303,0201 -3798,4758P-1 CM Top 759,3891 0 0 0 6285,7864 -4499,5399P-1 CM Bottom 782,4291 0 0 0 6463,1944 -4633,1719P-6 CV Top 14,596 0 0 0 119,6872 -86,8462

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Table 4.8 - Story Forces (continued)


tonfVX

tonfVY

tonfT

tonf-mMX

tonf-mMY

tonf-mP-6 CV Bottom 14,596 0 0 0 119,6872 -86,8462P-5 CV Top 43,788 0 0 0 359,0616 -260,5386P-5 CV Bottom 43,788 0 0 0 359,0616 -260,5386P-4 CV Top 72,98 0 0 0 598,436 -434,231P-4 CV Bottom 72,98 0 0 0 598,436 -434,231P-3 CV Top 102,172 0 0 0 837,8104 -607,9234P-3 CV Bottom 102,172 0 0 0 837,8104 -607,9234P-2 CV Top 145,96 0 0 0 1196,872 -868,462P-2 CV Bottom 145,96 0 0 0 1196,872 -868,462P-1 CV Top 189,748 0 0 0 1555,9336 -1129,0006P-1 CV Bottom 189,748 0 0 0 1555,9336 -1129,0006P-6 ENVOLVENTE Max Top 165,1226 0 0 0 1370,819 -787,9103P-6 ENVOLVENTE Max Bottom 174,4538 0 0 0 1442,6693 -833,0111P-5 ENVOLVENTE Max Top 362,93 0 0 0 3004,9878 -1707,7676P-5 ENVOLVENTE Max Bottom 372,2612 0 0 0 3076,8381 -1752,8684P-4 ENVOLVENTE Max Top 560,7375 0 0 0 4639,1566 -2627,6249P-4 ENVOLVENTE Max Bottom 573,4383 0 0 0 4736,9528 -2689,0121P-3 ENVOLVENTE Max Top 761,9145 0 0 0 6299,2713 -3563,7687P-3 ENVOLVENTE Max Bottom 774,6153 0 0 0 6397,0675 -3625,1559P-2 ENVOLVENTE Max Top 986,4451 0 0 0 8150,8856 -4586,7586P-2 ENVOLVENTE Max Bottom 1003,0339 0 0 0 8278,6193 -4666,9378P-1 ENVOLVENTE Max Top 1214,8637 0 0 0 10032,4374 -5628,5405P-1 ENVOLVENTE Max Bottom 1242,5117 0 0 0 10245,327 -5762,1725P-6 ENVOLVENTE Min Top 132,7368 0 0 0 1102,4535 -980,2309P-6 ENVOLVENTE Min Bottom 140,5128 0 0 0 1162,3287 -1034,3518P-5 ENVOLVENTE Min Top 287,8457 0 0 0 2384,4693 -2153,5366P-5 ENVOLVENTE Min Bottom 295,6217 0 0 0 2444,3445 -2207,6576P-4 ENVOLVENTE Min Top 442,9545 0 0 0 3666,4852 -3326,8423P-4 ENVOLVENTE Min Bottom 453,5385 0 0 0 3747,982 -3400,507P-3 ENVOLVENTE Min Top 600,8714 0 0 0 4970,1226 -4519,6918P-3 ENVOLVENTE Min Bottom 611,4554 0 0 0 5051,6194 -4593,3564P-2 ENVOLVENTE Min Top 773,3842 0 0 0 6393,4473 -5851,4951P-2 ENVOLVENTE Min Bottom 787,2082 0 0 0 6499,8921 -5947,7101P-1 ENVOLVENTE Min Top 949,1371 0 0 0 7841,72 -7205,8488P-1 ENVOLVENTE Min Bottom 972,1771 0 0 0 8019,128 -7366,2072P-6 P=CM+CV Top 132,7368 0 0 0 1102,4535 -787,9103P-6 P=CM+CV Bottom 140,5128 0 0 0 1162,3287 -833,0111P-5 P=CM+CV Top 287,8457 0 0 0 2384,4693 -1707,7676P-5 P=CM+CV Bottom 295,6217 0 0 0 2444,3445 -1752,8684P-4 P=CM+CV Top 442,9545 0 0 0 3666,4852 -2627,6249P-4 P=CM+CV Bottom 453,5385 0 0 0 3747,982 -2689,0121P-3 P=CM+CV Top 600,8714 0 0 0 4970,1226 -3563,7687P-3 P=CM+CV Bottom 611,4554 0 0 0 5051,6194 -3625,1559P-2 P=CM+CV Top 773,3842 0 0 0 6393,4473 -4586,7586P-2 P=CM+CV Bottom 787,2082 0 0 0 6499,8921 -4666,9378

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tonfVX

tonfVY

tonfT

tonf-mMX

tonf-mMY

tonf-mP-1 P=CM+CV Top 949,1371 0 0 0 7841,72 -5628,5405P-1 P=CM+CV Bottom 972,1771 0 0 0 8019,128 -5762,1725P-6 PU=1,2CM+1,6CV Top 165,1226 0 0 0 1370,819 -980,2309P-6 PU=1,2CM+1,6CV Bottom 174,4538 0 0 0 1442,6693 -1034,3518P-5 PU=1,2CM+1,6CV Top 362,93 0 0 0 3004,9878 -2153,5366P-5 PU=1,2CM+1,6CV Bottom 372,2612 0 0 0 3076,8381 -2207,6576P-4 PU=1,2CM+1,6CV Top 560,7375 0 0 0 4639,1566 -3326,8423P-4 PU=1,2CM+1,6CV Bottom 573,4383 0 0 0 4736,9528 -3400,507P-3 PU=1,2CM+1,6CV Top 761,9145 0 0 0 6299,2713 -4519,6918P-3 PU=1,2CM+1,6CV Bottom 774,6153 0 0 0 6397,0675 -4593,3564P-2 PU=1,2CM+1,6CV Top 986,4451 0 0 0 8150,8856 -5851,4951P-2 PU=1,2CM+1,6CV Bottom 1003,0339 0 0 0 8278,6193 -5947,7101P-1 PU=1,2CM+1,6CV Top 1214,8637 0 0 0 10032,4374 -7205,8488P-1 PU=1,2CM+1,6CV Bottom 1242,5117 0 0 0 10245,327 -7366,2072P-6 SISMO 1 Top 0 -7,128 0 59,9469 0 0P-6 SISMO 1 Bottom 0 -7,128 0 59,9469 0 -21,3839P-5 SISMO 1 Top 0 -12,0301 0 100,9498 0 -21,3839P-5 SISMO 1 Bottom 0 -12,0301 0 100,9498 0 -57,4742P-4 SISMO 1 Top 0 -16,1454 0 135,3096 0 -57,4742P-4 SISMO 1 Bottom 0 -16,1454 0 135,3096 0 -105,9105P-3 SISMO 1 Top 0 -19,4528 0 162,8753 0 -105,9105P-3 SISMO 1 Bottom 0 -19,4528 0 162,8753 0 -164,2689P-2 SISMO 1 Top 0 -21,9112 0 183,3253 0 -164,2689P-2 SISMO 1 Bottom 0 -21,9112 0 183,3253 0 -230,0024P-1 SISMO 1 Top 0 -23,5966 0 197,2535 0 -230,0024P-1 SISMO 1 Bottom 0 -23,5966 0 197,2535 0 -347,9853P-6 SISMO 2 Top 0 0 -7,128 -42,1333 0 0P-6 SISMO 2 Bottom 0 0 -7,128 -42,1333 21,3839 0P-5 SISMO 2 Top 0 0 -12,0301 -71,0747 21,3839 0P-5 SISMO 2 Bottom 0 0 -12,0301 -71,0747 57,4742 0P-4 SISMO 2 Top 0 0 -16,1454 -95,3634 57,4742 0P-4 SISMO 2 Bottom 0 0 -16,1454 -95,3634 105,9105 0P-3 SISMO 2 Top 0 0 -19,4528 -114,8758 105,9105 0P-3 SISMO 2 Bottom 0 0 -19,4528 -114,8758 164,2689 0P-2 SISMO 2 Top 0 0 -21,9112 -129,3744 164,2689 0P-2 SISMO 2 Bottom 0 0 -21,9112 -129,3744 230,0024 0P-1 SISMO 2 Top 0 0 -23,5966 -139,2999 230,0024 0P-1 SISMO 2 Bottom 0 0 -23,5966 -139,2999 347,9853 0P-6 SISMO 3 Top 0 -7,128 0 59,9469 0 0P-6 SISMO 3 Bottom 0 -7,128 0 59,9469 0 -21,3839P-5 SISMO 3 Top 0 -12,0301 0 100,9498 0 -21,3839P-5 SISMO 3 Bottom 0 -12,0301 0 100,9498 0 -57,4742P-4 SISMO 3 Top 0 -16,1454 0 135,3096 0 -57,4742P-4 SISMO 3 Bottom 0 -16,1454 0 135,3096 0 -105,9105P-3 SISMO 3 Top 0 -19,4528 0 162,8753 0 -105,9105

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tonfVX

tonfVY

tonfT

tonf-mMX

tonf-mMY

tonf-mP-3 SISMO 3 Bottom 0 -19,4528 0 162,8753 0 -164,2689P-2 SISMO 3 Top 0 -21,9112 0 183,3253 0 -164,2689P-2 SISMO 3 Bottom 0 -21,9112 0 183,3253 0 -230,0024P-1 SISMO 3 Top 0 -23,5966 0 197,2535 0 -230,0024P-1 SISMO 3 Bottom 0 -23,5966 0 197,2535 0 -347,9853P-6 SISMO 4 Top 0 0 -7,128 -42,1333 0 0P-6 SISMO 4 Bottom 0 0 -7,128 -42,1333 21,3839 0P-5 SISMO 4 Top 0 0 -12,0301 -71,0747 21,3839 0P-5 SISMO 4 Bottom 0 0 -12,0301 -71,0747 57,4742 0P-4 SISMO 4 Top 0 0 -16,1454 -95,3634 57,4742 0P-4 SISMO 4 Bottom 0 0 -16,1454 -95,3634 105,9105 0P-3 SISMO 4 Top 0 0 -19,4528 -114,8758 105,9105 0P-3 SISMO 4 Bottom 0 0 -19,4528 -114,8758 164,2689 0P-2 SISMO 4 Top 0 0 -21,9112 -129,3744 164,2689 0P-2 SISMO 4 Bottom 0 0 -21,9112 -129,3744 230,0024 0P-1 SISMO 4 Top 0 0 -23,5966 -139,2999 230,0024 0P-1 SISMO 4 Bottom 0 0 -23,5966 -139,2999 347,9853 0P-6 SISMO 5 Top 0 -7,128 0 59,9469 0 0P-6 SISMO 5 Bottom 0 -7,128 0 59,9469 0 -21,3839P-5 SISMO 5 Top 0 -12,0301 0 100,9498 0 -21,3839P-5 SISMO 5 Bottom 0 -12,0301 0 100,9498 0 -57,4742P-4 SISMO 5 Top 0 -16,1454 0 135,3096 0 -57,4742P-4 SISMO 5 Bottom 0 -16,1454 0 135,3096 0 -105,9105P-3 SISMO 5 Top 0 -19,4528 0 162,8753 0 -105,9105P-3 SISMO 5 Bottom 0 -19,4528 0 162,8753 0 -164,2689P-2 SISMO 5 Top 0 -21,9112 0 183,3253 0 -164,2689P-2 SISMO 5 Bottom 0 -21,9112 0 183,3253 0 -230,0024P-1 SISMO 5 Top 0 -23,5966 0 197,2535 0 -230,0024P-1 SISMO 5 Bottom 0 -23,5966 0 197,2535 0 -347,9853P-6 SISMO 6 Top 0 0 -7,128 -42,1333 0 0P-6 SISMO 6 Bottom 0 0 -7,128 -42,1333 21,3839 0P-5 SISMO 6 Top 0 0 -12,0301 -71,0747 21,3839 0P-5 SISMO 6 Bottom 0 0 -12,0301 -71,0747 57,4742 0P-4 SISMO 6 Top 0 0 -16,1454 -95,3634 57,4742 0P-4 SISMO 6 Bottom 0 0 -16,1454 -95,3634 105,9105 0P-3 SISMO 6 Top 0 0 -19,4528 -114,8758 105,9105 0P-3 SISMO 6 Bottom 0 0 -19,4528 -114,8758 164,2689 0P-2 SISMO 6 Top 0 0 -21,9112 -129,3744 164,2689 0P-2 SISMO 6 Bottom 0 0 -21,9112 -129,3744 230,0024 0P-1 SISMO 6 Top 0 0 -23,5966 -139,2999 230,0024 0P-1 SISMO 6 Bottom 0 0 -23,5966 -139,2999 347,9853 0

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4.2.7 Point Results

Table 4.9 - Joint Reactions

Story JointLabel

LoadCase/Combo

FXtonf

FYtonf

FZtonf

MXtonf-m

MYtonf-m

MZtonf-m

ZAPATA 4 CM 0,1387 -0,0214 46,9272 0 0 0ZAPATA 4 CV 0,0499 -0,0154 9,4964 0 0 0ZAPATA 4 SISMO 1 -2,0931 -0,1194 -11,961 0 0 0ZAPATA 4 SISMO 2 0,0438 -1,8359 10,3988 0 0 0ZAPATA 4 SISMO 3 -2,0931 -0,1194 -11,961 0 0 0ZAPATA 4 SISMO 4 0,0438 -1,8359 10,3988 0 0 0ZAPATA 4 SISMO 5 -2,0931 -0,1194 -11,961 0 0 0ZAPATA 4 SISMO 6 0,0438 -1,8359 10,3988 0 0 0ZAPATA 4 P=CM+CV 0,1886 -0,0367 56,4236 0 0 0ZAPATA 4 PU=1,2CM+1,6CV 0,2463 -0,0502 71,5068 0 0 0ZAPATA 4 ENVOLVENTE Max 0,2463 -0,0367 71,5068 0 0 0ZAPATA 4 ENVOLVENTE Min 0,1886 -0,0502 56,4236 0 0 0ZAPATA 5 CM 0,0643 0,0029 88,7007 0 0 0ZAPATA 5 CV 0,025 -0,0184 20,9675 0 0 0ZAPATA 5 SISMO 1 -2,4266 -0,0096 2,8893 0 0 0ZAPATA 5 SISMO 2 0,0396 -1,8837 10,715 0 0 0ZAPATA 5 SISMO 3 -2,4266 -0,0096 2,8893 0 0 0ZAPATA 5 SISMO 4 0,0396 -1,8837 10,715 0 0 0ZAPATA 5 SISMO 5 -2,4266 -0,0096 2,8893 0 0 0ZAPATA 5 SISMO 6 0,0396 -1,8837 10,715 0 0 0ZAPATA 5 P=CM+CV 0,0893 -0,0155 109,6682 0 0 0ZAPATA 5 PU=1,2CM+1,6CV 0,1171 -0,026 139,9888 0 0 0ZAPATA 5 ENVOLVENTE Max 0,1171 -0,0155 139,9888 0 0 0ZAPATA 5 ENVOLVENTE Min 0,0893 -0,026 109,6682 0 0 0ZAPATA 6 CM -0,1964 -0,0166 54,4549 0 0 0ZAPATA 6 CV -0,0715 -0,0155 11,548 0 0 0ZAPATA 6 SISMO 1 -2,0206 0,1278 9,0762 0 0 0ZAPATA 6 SISMO 2 0,0133 -1,8786 10,3334 0 0 0ZAPATA 6 SISMO 3 -2,0206 0,1278 9,0762 0 0 0ZAPATA 6 SISMO 4 0,0133 -1,8786 10,3334 0 0 0ZAPATA 6 SISMO 5 -2,0206 0,1278 9,0762 0 0 0ZAPATA 6 SISMO 6 0,0133 -1,8786 10,3334 0 0 0ZAPATA 6 P=CM+CV -0,2679 -0,0322 66,003 0 0 0ZAPATA 6 PU=1,2CM+1,6CV -0,3501 -0,0448 83,8228 0 0 0ZAPATA 6 ENVOLVENTE Max -0,2679 -0,0322 83,8228 0 0 0ZAPATA 6 ENVOLVENTE Min -0,3501 -0,0448 66,003 0 0 0ZAPATA 7 CM 0,1739 -0,0986 52,8564 0 0 0ZAPATA 7 CV 0,0686 -0,0313 12,3173 0 0 0ZAPATA 7 SISMO 1 -1,9602 -0,1224 -11,9221 0 0 0ZAPATA 7 SISMO 2 0,0083 -2,1001 -4,417 0 0 0ZAPATA 7 SISMO 3 -1,9602 -0,1224 -11,9221 0 0 0ZAPATA 7 SISMO 4 0,0083 -2,1001 -4,417 0 0 0ZAPATA 7 SISMO 5 -1,9602 -0,1224 -11,9221 0 0 0ZAPATA 7 SISMO 6 0,0083 -2,1001 -4,417 0 0 0

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Table 4.9 - Joint Reactions (continued)

Story JointLabel

LoadCase/Combo

FXtonf

FYtonf

FZtonf

MXtonf-m

MYtonf-m

MZtonf-m

ZAPATA 7 P=CM+CV 0,2426 -0,1299 65,1738 0 0 0ZAPATA 7 PU=1,2CM+1,6CV 0,3185 -0,1684 83,1355 0 0 0ZAPATA 7 ENVOLVENTE Max 0,3185 -0,1299 83,1355 0 0 0ZAPATA 7 ENVOLVENTE Min 0,2426 -0,1684 65,1738 0 0 0ZAPATA 8 CM 0,0854 -0,1605 104,2175 0 0 0ZAPATA 8 CV 0,036 -0,0575 28,4536 0 0 0ZAPATA 8 SISMO 1 -2,3005 -0,0084 2,9399 0 0 0ZAPATA 8 SISMO 2 0,0138 -2,147 -4,7434 0 0 0ZAPATA 8 SISMO 3 -2,3005 -0,0084 2,9399 0 0 0ZAPATA 8 SISMO 4 0,0138 -2,147 -4,7434 0 0 0ZAPATA 8 SISMO 5 -2,3005 -0,0084 2,9399 0 0 0ZAPATA 8 SISMO 6 0,0138 -2,147 -4,7434 0 0 0ZAPATA 8 P=CM+CV 0,1214 -0,2181 132,6712 0 0 0ZAPATA 8 PU=1,2CM+1,6CV 0,16 -0,2847 170,5869 0 0 0ZAPATA 8 ENVOLVENTE Max 0,16 -0,2181 170,5869 0 0 0ZAPATA 8 ENVOLVENTE Min 0,1214 -0,2847 132,6712 0 0 0ZAPATA 9 CM -0,2625 -0,1078 62,1292 0 0 0ZAPATA 9 CV -0,1066 -0,0351 15,223 0 0 0ZAPATA 9 SISMO 1 -1,8821 0,131 8,9755 0 0 0ZAPATA 9 SISMO 2 0,0192 -2,1455 -4,6595 0 0 0ZAPATA 9 SISMO 3 -1,8821 0,131 8,9755 0 0 0ZAPATA 9 SISMO 4 0,0192 -2,1455 -4,6595 0 0 0ZAPATA 9 SISMO 5 -1,8821 0,131 8,9755 0 0 0ZAPATA 9 SISMO 6 0,0192 -2,1455 -4,6595 0 0 0ZAPATA 9 P=CM+CV -0,3691 -0,1429 77,3522 0 0 0ZAPATA 9 PU=1,2CM+1,6CV -0,4855 -0,1855 98,9119 0 0 0ZAPATA 9 ENVOLVENTE Max -0,3691 -0,1429 98,9119 0 0 0ZAPATA 9 ENVOLVENTE Min -0,4855 -0,1855 77,3522 0 0 0ZAPATA 10 CM -0,2865 -0,0336 70,1405 0 0 0ZAPATA 10 CV -0,1168 -0,01 17,3316 0 0 0ZAPATA 10 SISMO 1 -1,7465 0,1306 8,2208 0 0 0ZAPATA 10 SISMO 2 -0,014 -2,093 1,7837 0 0 0ZAPATA 10 SISMO 3 -1,7465 0,1306 8,2208 0 0 0ZAPATA 10 SISMO 4 -0,014 -2,093 1,7837 0 0 0ZAPATA 10 SISMO 5 -1,7465 0,1306 8,2208 0 0 0ZAPATA 10 SISMO 6 -0,014 -2,093 1,7837 0 0 0ZAPATA 10 P=CM+CV -0,4033 -0,0436 87,4721 0 0 0ZAPATA 10 PU=1,2CM+1,6CV -0,5307 -0,0563 111,8992 0 0 0ZAPATA 10 ENVOLVENTE Max -0,4033 -0,0436 111,8992 0 0 0ZAPATA 10 ENVOLVENTE Min -0,5307 -0,0563 87,4721 0 0 0ZAPATA 11 CM 0,0931 -0,0251 117,3572 0 0 0ZAPATA 11 CV 0,0392 -0,0068 32,2445 0 0 0ZAPATA 11 SISMO 1 -2,1362 -0,0084 2,7686 0 0 0ZAPATA 11 SISMO 2 -0,0121 -2,0981 1,8462 0 0 0ZAPATA 11 SISMO 3 -2,1362 -0,0084 2,7686 0 0 0

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Story JointLabel

LoadCase/Combo

FXtonf

FYtonf

FZtonf

MXtonf-m

MYtonf-m

MZtonf-m

ZAPATA 11 SISMO 4 -0,0121 -2,0981 1,8462 0 0 0ZAPATA 11 SISMO 5 -2,1362 -0,0084 2,7686 0 0 0ZAPATA 11 SISMO 6 -0,0121 -2,0981 1,8462 0 0 0ZAPATA 11 P=CM+CV 0,1323 -0,0319 149,6018 0 0 0ZAPATA 11 PU=1,2CM+1,6CV 0,1744 -0,041 192,42 0 0 0ZAPATA 11 ENVOLVENTE Max 0,1744 -0,0319 192,42 0 0 0ZAPATA 11 ENVOLVENTE Min 0,1323 -0,041 149,6018 0 0 0ZAPATA 12 CM 0,1878 -0,0338 59,7113 0 0 0ZAPATA 12 CV 0,0741 -0,0099 14,0431 0 0 0ZAPATA 12 SISMO 1 -1,8191 -0,122 -10,9884 0 0 0ZAPATA 12 SISMO 2 -0,0087 -2,0479 1,6192 0 0 0ZAPATA 12 SISMO 3 -1,8191 -0,122 -10,9884 0 0 0ZAPATA 12 SISMO 4 -0,0087 -2,0479 1,6192 0 0 0ZAPATA 12 SISMO 5 -1,8191 -0,122 -10,9884 0 0 0ZAPATA 12 SISMO 6 -0,0087 -2,0479 1,6192 0 0 0ZAPATA 12 P=CM+CV 0,2619 -0,0438 73,7544 0 0 0ZAPATA 12 PU=1,2CM+1,6CV 0,3439 -0,0565 94,1226 0 0 0ZAPATA 12 ENVOLVENTE Max 0,3439 -0,0438 94,1226 0 0 0ZAPATA 12 ENVOLVENTE Min 0,2619 -0,0565 73,7544 0 0 0ZAPATA 13 CM 0,0984 0,1119 30,6967 0 0 0ZAPATA 13 CV 0,0362 0,0427 6,0952 0 0 0ZAPATA 13 SISMO 1 -1,6618 -0,1158 -10,372 0 0 0ZAPATA 13 SISMO 2 -0,0395 -1,76 -7,5683 0 0 0ZAPATA 13 SISMO 3 -1,6618 -0,1158 -10,372 0 0 0ZAPATA 13 SISMO 4 -0,0395 -1,76 -7,5683 0 0 0ZAPATA 13 SISMO 5 -1,6618 -0,1158 -10,372 0 0 0ZAPATA 13 SISMO 6 -0,0395 -1,76 -7,5683 0 0 0ZAPATA 13 P=CM+CV 0,1346 0,1546 36,7919 0 0 0ZAPATA 13 PU=1,2CM+1,6CV 0,176 0,2026 46,5883 0 0 0ZAPATA 13 ENVOLVENTE Max 0,176 0,2026 46,5883 0 0 0ZAPATA 13 ENVOLVENTE Min 0,1346 0,1546 36,7919 0 0 0ZAPATA 14 CM 0,0482 0,2515 59,3951 0 0 0ZAPATA 14 CV 0,0195 0,1058 14,4578 0 0 0ZAPATA 14 SISMO 1 -1,9583 -0,0057 2,5618 0 0 0ZAPATA 14 SISMO 2 -0,0402 -1,807 -7,8772 0 0 0ZAPATA 14 SISMO 3 -1,9583 -0,0057 2,5618 0 0 0ZAPATA 14 SISMO 4 -0,0402 -1,807 -7,8772 0 0 0ZAPATA 14 SISMO 5 -1,9583 -0,0057 2,5618 0 0 0ZAPATA 14 SISMO 6 -0,0402 -1,807 -7,8772 0 0 0ZAPATA 14 P=CM+CV 0,0677 0,3573 73,8529 0 0 0ZAPATA 14 PU=1,2CM+1,6CV 0,089 0,4711 94,4066 0 0 0ZAPATA 14 ENVOLVENTE Max 0,089 0,4711 94,4066 0 0 0ZAPATA 14 ENVOLVENTE Min 0,0677 0,3573 73,8529 0 0 0ZAPATA 15 CM -0,1444 0,1312 35,8423 0 0 0ZAPATA 15 CV -0,0535 0,0514 7,5698 0 0 0

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Story JointLabel

LoadCase/Combo

FXtonf

FYtonf

FZtonf

MXtonf-m

MYtonf-m

MZtonf-m

ZAPATA 15 SISMO 1 -1,5916 0,1222 7,8114 0 0 0ZAPATA 15 SISMO 2 -0,0235 -1,7998 -7,431 0 0 0ZAPATA 15 SISMO 3 -1,5916 0,1222 7,8114 0 0 0ZAPATA 15 SISMO 4 -0,0235 -1,7998 -7,431 0 0 0ZAPATA 15 SISMO 5 -1,5916 0,1222 7,8114 0 0 0ZAPATA 15 SISMO 6 -0,0235 -1,7998 -7,431 0 0 0ZAPATA 15 P=CM+CV -0,198 0,1826 43,4121 0 0 0ZAPATA 15 PU=1,2CM+1,6CV -0,2589 0,2396 55,1224 0 0 0ZAPATA 15 ENVOLVENTE Max -0,198 0,2396 55,1224 0 0 0ZAPATA 15 ENVOLVENTE Min -0,2589 0,1826 43,4121 0 0 0

4.2.8 Modal Results

Table 4.10 - Modal Periods and Frequencies

Case Mode Periodsec

Frequencycyc/sec

CircularFrequency

rad/sec

Eigenvaluerad²/sec²

Modal 1 1,428 0,7 4,399 19,3508Modal 2 1,404 0,712 4,4737 20,0143Modal 3 1,227 0,815 5,1221 26,2362Modal 4 0,377 2,653 16,6694 277,8699Modal 5 0,37 2,703 16,9827 288,4111Modal 6 0,321 3,117 19,5826 383,478Modal 7 0,192 5,209 32,7309 1071,3093Modal 8 0,189 5,291 33,2474 1105,3878Modal 9 0,165 6,062 38,0911 1450,9338Modal 10 0,126 7,938 49,8756 2487,5776Modal 11 0,124 8,08 50,7671 2577,2977Modal 12 0,108 9,267 58,2261 3390,2793

Table 4.11 - Modal Participating Mass Ratios (Part 1 of 2)

Case Mode Periodsec UX UY UZ Sum

UXSumUY Sum UZ

Modal 1 1,428 0,8746 0,0229 0 0,8746 0,0229 0Modal 2 1,404 0,0256 0,958 0 0,9002 0,9809 0Modal 3 1,227 0,0831 0,0027 0 0,9833 0,9836 0Modal 4 0,377 0,0132 0,0002 0 0,9964 0,9838 0Modal 5 0,37 0,0002 0,0138 0 0,9967 0,9976 0Modal 6 0,321 0,001 3,442E-05 0 0,9977 0,9977 0Modal 7 0,192 0,0015 4,183E-05 0 0,9991 0,9977 0Modal 8 0,189 4,609E-05 0,0016 0 0,9992 0,9993 0Modal 9 0,165 0,0001 4,414E-06 0 0,9993 0,9993 0Modal 10 0,126 0,0003 6,887E-06 0 0,9996 0,9993 0Modal 11 0,124 7,712E-06 0,0003 0 0,9996 0,9996 0Modal 12 0,108 3,099E-05 8,525E-07 0 0,9996 0,9996 0

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Table 4.11 - Modal Participating Mass Ratios (Part 2 of 2)

Case Mode RX RY RZ SumRX

SumRY Sum RZ

Modal 1 0,0009 0,0351 0,0879 0,0009 0,0351 0,0879Modal 2 0,0372 0,001 2,447E-05 0,0381 0,0361 0,0879Modal 3 0,0001 0,0027 0,897 0,0382 0,0388 0,9849Modal 4 0,0138 0,8384 0,0008 0,0519 0,8773 0,9857Modal 5 0,9004 0,0158 3,739E-06 0,9524 0,893 0,9857Modal 6 0,0023 0,0614 0,0121 0,9546 0,9544 0,9978Modal 7 0,0006 0,0226 0,0001 0,9553 0,977 0,9979Modal 8 0,0242 0,0007 0 0,9795 0,9777 0,9979Modal 9 0,0001 0,0019 0,0014 0,9795 0,9797 0,9994Modal 10 0,0003 0,0125 2,274E-05 0,9799 0,9921 0,9994Modal 11 0,0139 0,0004 0 0,9937 0,9925 0,9994Modal 12 3,9E-05 0,0013 0,0003 0,9938 0,9938 0,9996

Table 4.12 - Modal Load Participation Ratios

Case Item Type Item Static%

Dynamic%

Modal Acceleration UX 100 99,96Modal Acceleration UY 100 99,96Modal Acceleration UZ 0 0

Table 4.13 - Modal Direction Factors

Case Mode Periodsec UX UY RZ

Modal 1 1,428 0 0 0Modal 2 1,404 0 0 0Modal 3 1,227 0 0 0Modal 4 0,377 0 0 0Modal 5 0,37 0 0 0Modal 6 0,321 0 0 0Modal 7 0,192 0 0 0Modal 8 0,189 0 0 0Modal 9 0,165 0 0 0Modal 10 0,126 0 0 0Modal 11 0,124 0 0 0Modal 12 0,108 0 0 0

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