PROYECTO INGENIERIA SISMICA

Gamez Baz Jesus Adolfo

Model File: PROYECTO SISMOS
08/12/2024
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 4
1.5 Area Connectivity 5
1.6 Mass 7

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 10
3.3 Shell Assignments 12

4. Loads 15

4.1 Load Patterns 15

4.2 Functions 15
4.2.1 Response Spectrum Functions 15
4.3 Load Cases 15
4.4 Load Combinations 15
List of Tables
Table 1.1 Story Definitions 4
Table 1.2 Grid Definitions - General 4
Table 1.3 Grid Definitions - Grid Lines 4
Table 1.4 Point Bays 4
Table 1.5 Column Bays 5
Table 1.6 Beam Bays 5
Table 1.7 Floor Bays 5
Table 1.8 Wall Bays 6
Table 1.9 Mass Source Definition 7
Table 2.1 Material Properties - General 8
Table 2.2 Frame Section Property Definitions - Summary 8
Table 2.3 Area Section Property Definitions - Summary 8
Table 2.4 Reinforcing Bar Sizes 8
Table 3.1 Joint Assignments - Summary 9
Table 3.2 Frame Assignments - Summary 10
Table 3.3 Area Assignments - Summary 12
Table 4.1 Load Pattern Definitions 15
Table 4.2 Functions - Response Spectrum - User Defined 15
Table 4.3 Load Case Definitions - Summary 15
Table 4.4 Load Combination Definitions 16
Structure Data 07/12/2024

1 Structure Data
This chapter provides model geometry information, including items such as story levels, point coordinates, and
element connectivity.

1.1 Story Data

Table 1.1 - Story Definitions

Height Master Splice
Tower Name Similar To Color
m Story Story
T1 Story4 3 Yes None No Red
T1 Story3 3 No Story4 No Magenta
T1 Story2 3 No Story4 No Yellow
T1 Story1 4 No Story4 No Gray8Dark

1.2 Grid Data

Table 1.2 - Grid Definitions - General
Bubble
Ux Uy Rz Story
Tower Name Type Size Color
m m deg Range
m
T1 G1 Cartesian 0 0 0 Default 1.25 Gray6

Table 1.3 - Grid Definitions - Grid Lines

Ordinate Bubble
Name Grid Line Type ID Visible
m Location
G1 X (Cartesian) A 0 End Yes
G1 X (Cartesian) B 6 End Yes
G1 X (Cartesian) C 12 End Yes
G1 X (Cartesian) D 18 End Yes
G1 Y (Cartesian) 1 0 Start Yes
G1 Y (Cartesian) 2 5 Start Yes
G1 Y (Cartesian) 3 10 Start Yes

1.3 Point Coordinates

Table 1.4 - Point Bays
Is Auto X Y DZBelow
Label
Point m m m
1 No 0 10 0
2 No 6 10 0
3 No 12 10 0
4 No 12 0 0
5 No 0 5 0
6 No 6 5 0
7 No 0 0 0
8 No 6 0 0
9 No 12 5 0
10 No 18 10 0
11 No 18 5 0
12 No 18 0 0
16 No 17.8 4.5 0
17 No 18 4.5 0
18 No 17.8 5 0

1.4 Line Connectivity

Table 1.5 - Column Bays
Label PointBayI PointBayJ IEndStory
C1 1 1 Below
C2 2 2 Below
C3 3 3 Below

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Structure Data 07/12/2024

Label PointBayI PointBayJ IEndStory

C4 4 4 Below
C5 5 5 Below
C6 6 6 Below
C7 7 7 Below
C8 8 8 Below
C9 9 9 Below
C10 10 10 Below
C11 11 11 Below
C12 12 12 Below

Table 1.6 - Beam Bays

Label PointBayI PointBayJ
B1 1 2
B2 2 3
B3 3 10
B4 11 10
B5 12 11
B6 4 12
B7 9 11
B8 6 9
B9 8 4
B10 7 8
B11 5 6
B12 5 1
B13 7 5
B14 8 6
B15 6 2
B16 9 3
B17 4 9

1.5 Area Connectivity

Table 1.7 - Floor Bays
Label NumPoints PointNumber PointBay
F1 4 1 5
F1 2 6
F1 3 2
F1 4 1
F2 4 1 6
F2 2 9
F2 3 3
F2 4 2
F4 4 1 16
F4 2 17
F4 3 11
F4 4 18
F5 4 1 9
F5 2 11
F5 3 10
F5 4 3
F6 4 1 7
F6 2 8
F6 3 6
F6 4 5
F7 4 1 8
F7 2 4
F7 3 9
F7 4 6
F8 4 1 4
F8 2 12

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Structure Data 07/12/2024

Label NumPoints PointNumber PointBay

F8 3 11
F8 4 9

Table 1.8 - Wall Bays

Label NumPoints PointNumber PointBay PointStory
W1 4 1 7 Below
W1 2 5 Below
W1 3 5 Same
W1 4 7 Same
W2 4 1 5 Below
W2 2 1 Below
W2 3 1 Same
W2 4 5 Same
W4 4 1 4 Below
W4 2 9 Below
W4 3 9 Same
W4 4 4 Same
W5 4 1 9 Below
W5 2 3 Below
W5 3 3 Same
W5 4 9 Same
W6 4 1 12 Below
W6 2 11 Below
W6 3 11 Same
W6 4 12 Same
W7 4 1 11 Below
W7 2 10 Below
W7 3 10 Same
W7 4 11 Same
W8 4 1 7 Below
W8 2 8 Below
W8 3 8 Same
W8 4 7 Same
W9 4 1 8 Below
W9 2 4 Below
W9 3 4 Same
W9 4 8 Same
W10 4 1 4 Below
W10 2 12 Below
W10 3 12 Same
W10 4 4 Same
W11 4 1 5 Below
W11 2 6 Below
W11 3 6 Same
W11 4 5 Same
W12 4 1 6 Below
W12 2 9 Below
W12 3 9 Same
W12 4 6 Same
W13 4 1 9 Below
W13 2 11 Below
W13 3 11 Same
W13 4 9 Same
W14 4 1 3 Below
W14 2 10 Below
W14 3 10 Same
W14 4 3 Same
W15 4 1 2 Below
W15 2 3 Below
W15 3 3 Same

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Structure Data 07/12/2024

Label NumPoints PointNumber PointBay PointStory

W15 4 2 Same
W16 4 1 1 Below
W16 2 2 Below
W16 3 2 Same
W16 4 1 Same

1.6 Mass

Table 1.9 - Mass Source Definition

Include Include Source Source Source
Is Lump Move Mass Load
Name Lateral Vertical Self Added Load Multiplier
Default Mass? Centroid? Pattern
Mass? Mass? Mass? Mass? Patterns?
Masa de edificio Yes Yes No Yes Yes Yes Yes No

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Properties 07/12/2024

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

2.1 Materials
Table 2.1 - Material Properties - General
Material Type SymType Grade Color Notes
A416Gr270 Tendon Uniaxial Grade 270 Gray8Dark
CONCRETO f´c=250 Concrete Isotropic f'c 250 KG/CM 16523779
VARILLAS Rebar Uniaxial Grade 60 Yellow

2.2 Frame Sections

Table 2.2 - Frame Section Property Definitions - Summary (Part 1 of 3)

Area J I33 I22 As2 As3
Name Material Shape Color
m2 m4 m4 m4 m2 m2
C1 CONCRETO f´c=250 Concrete Rectangular 16711808 0.2025 0.005775 0.003417 0.003417 0.1687 0.1687
T1 CONCRETO f´c=250 Concrete Rectangular Gray8Dark 0.12 0.001264 0.0036 0.0004 0.1 0.1

Table 2.2 - Frame Section Property Definitions - Summary (Part 2 of 3)

Fillet CG CG
S33Pos S33Neg S22Pos S22Neg Z33 Z22 R33 R22 Cw
Name Radius Offset 3 Offset 2
m3 m3 m3 m3 m3 m3 m m m6
m m m

C1 0.015188 0.015188 0.015188 0.015188 0.022781 0.022781 0.1299 0.1299 0 0

T1 0.012 0.012 0.004 0.004 0.018 0.006 0.17321 0.05774 0 0

Table 2.2 - Frame Section Property Definitions - Summary (Part 3 of 3)

PNA PNA
Area As2 As3 I33 I22 Mass Weight
Name Offset 3 Offset 2 J Modifier
Modifier Modifier Modifier Modifier Modifier Modifier Modifier
m m

C1 0 0 1 1 1 1 1 1 1 1
T1 0 0 1 1 1 1 1 1 1 1

2.3 Shell Sections

Table 2.3 - Area Section Property Definitions - Summary
Total Deck
Element Deck
Name Type Material Thickness Depth
Type Material
m m
Slab1 Slab Shell-Thin CONCRETO f´c=250 0.2
Wall1 Wall Shell-Thin CONCRETO f´c=250 0.25

2.4 Reinforcement Sizes

Table 2.4 - Reinforcing Bar Sizes

Diameter Area
Name
m m2
18 0.018 0.0003

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Assignments 07/12/2024

3 Assignments
This 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
Story4 1 65 From Area
Story4 2 69 From Area
Story4 3 73 From Area
Story4 5 66 From Area
Story4 6 68 From Area
Story4 7 67 From Area
Story4 8 70 From Area
Story4 4 71 From Area
Story4 9 72 From Area
Story3 1 41 From Area
Story3 2 45 From Area
Story3 3 49 From Area
Story3 5 42 From Area
Story3 6 44 From Area
Story3 7 43 From Area
Story3 8 46 From Area
Story3 4 47 From Area
Story3 9 48 From Area
Story3 10 50 From Area
Story3 11 51 From Area
Story3 12 52 From Area
Story2 1 53 From Area
Story2 2 57 From Area
Story2 3 61 From Area
Story2 5 54 From Area
Story2 6 56 From Area
Story2 7 55 From Area
Story2 8 58 From Area
Story2 4 59 From Area
Story2 9 60 From Area
Story2 10 62 From Area
Story2 11 63 From Area
Story2 12 64 From Area
Story1 1 8 From Area
Story1 2 26 From Area
Story1 3 34 From Area
Story1 5 20 From Area
Story1 6 24 From Area
Story1 7 22 From Area
Story1 8 28 From Area
Story1 4 30 From Area
Story1 9 32 From Area
Story1 10 36 From Area
Story1 11 38 From Area
Story1 12 40 From Area
Story1 16 4 From Area
Story1 17 5 From Area
Story1 18 6 From Area
Base 1 7 From Area UX; UY; UZ
Base 2 25 From Area UX; UY; UZ
Base 3 33 From Area UX; UY; UZ
Base 5 19 From Area UX; UY; UZ
Base 6 23 From Area UX; UY; UZ
Base 7 21 From Area UX; UY; UZ
Base 8 27 From Area UX; UY; UZ

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Story Label UniqueName Diaphragm Restraints

Base 4 29 From Area UX; UY; UZ
Base 9 31 From Area UX; UY; UZ
Base 10 35 From Area UX; UY; UZ
Base 11 37 From Area UX; UY; UZ
Base 12 39 From Area UX; UY; UZ

3.2 Frame Assignments

Table 3.2 - Frame Assignments - Summary

Max
Min
Design Length Analysis Design Station
Story Label UniqueName Number
Type m Section Section Spacing
Stations
m
Story4 B1 115 Beam 6 T1 N/A 0.5
Story4 B2 116 Beam 6 T1 N/A 0.5
Story4 B8 122 Beam 6 T1 N/A 0.5
Story4 B9 123 Beam 6 T1 N/A 0.5
Story4 B10 124 Beam 6 T1 N/A 0.5
Story4 B11 125 Beam 6 T1 N/A 0.5
Story4 B12 126 Beam 5 T1 N/A 0.5
Story4 B13 127 Beam 5 T1 N/A 0.5
Story4 B14 128 Beam 5 T1 N/A 0.5
Story4 B15 129 Beam 5 T1 N/A 0.5
Story4 B16 131 Beam 5 T1 N/A 0.5
Story4 B17 130 Beam 5 T1 N/A 0.5
Story4 C1 103 Column 3 C1 N/A 3
Story4 C2 107 Column 3 C1 N/A 3
Story4 C3 111 Column 3 C1 N/A 3
Story4 C5 104 Column 3 C1 N/A 3
Story4 C6 106 Column 3 C1 N/A 3
Story4 C7 105 Column 3 C1 N/A 3
Story4 C8 108 Column 3 C1 N/A 3
Story4 C4 109 Column 3 C1 N/A 3
Story4 C9 110 Column 3 C1 N/A 3
Story3 B1 57 Beam 6 T1 N/A 0.5
Story3 B2 58 Beam 6 T1 N/A 0.5
Story3 B3 59 Beam 6 T1 N/A 0.5
Story3 B4 60 Beam 5 T1 N/A 0.5
Story3 B5 61 Beam 5 T1 N/A 0.5
Story3 B6 62 Beam 6 T1 N/A 0.5
Story3 B7 63 Beam 6 T1 N/A 0.5
Story3 B8 64 Beam 6 T1 N/A 0.5
Story3 B9 65 Beam 6 T1 N/A 0.5
Story3 B10 66 Beam 6 T1 N/A 0.5
Story3 B11 67 Beam 6 T1 N/A 0.5
Story3 B12 68 Beam 5 T1 N/A 0.5
Story3 B13 69 Beam 5 T1 N/A 0.5
Story3 B14 70 Beam 5 T1 N/A 0.5
Story3 B15 71 Beam 5 T1 N/A 0.5
Story3 B16 73 Beam 5 T1 N/A 0.5
Story3 B17 72 Beam 5 T1 N/A 0.5
Story3 C1 45 Column 3 C1 N/A 3
Story3 C2 49 Column 3 C1 N/A 3
Story3 C3 53 Column 3 C1 N/A 3
Story3 C5 46 Column 3 C1 N/A 3
Story3 C6 48 Column 3 C1 N/A 3
Story3 C7 47 Column 3 C1 N/A 3
Story3 C8 50 Column 3 C1 N/A 3
Story3 C4 51 Column 3 C1 N/A 3
Story3 C9 52 Column 3 C1 N/A 3
Story3 C10 54 Column 3 C1 N/A 3

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Max
Min
Design Length Analysis Design Station
Story Label UniqueName Number
Type m Section Section Spacing
Stations
m
Story3 C11 55 Column 3 C1 N/A 3
Story3 C12 56 Column 3 C1 N/A 3
Story2 B1 86 Beam 6 T1 N/A 0.5
Story2 B2 87 Beam 6 T1 N/A 0.5
Story2 B3 88 Beam 6 T1 N/A 0.5
Story2 B4 89 Beam 5 T1 N/A 0.5
Story2 B5 90 Beam 5 T1 N/A 0.5
Story2 B6 91 Beam 6 T1 N/A 0.5
Story2 B7 92 Beam 6 T1 N/A 0.5
Story2 B8 93 Beam 6 T1 N/A 0.5
Story2 B9 94 Beam 6 T1 N/A 0.5
Story2 B10 95 Beam 6 T1 N/A 0.5
Story2 B11 96 Beam 6 T1 N/A 0.5
Story2 B12 97 Beam 5 T1 N/A 0.5
Story2 B13 98 Beam 5 T1 N/A 0.5
Story2 B14 99 Beam 5 T1 N/A 0.5
Story2 B15 100 Beam 5 T1 N/A 0.5
Story2 B16 102 Beam 5 T1 N/A 0.5
Story2 B17 101 Beam 5 T1 N/A 0.5
Story2 C1 74 Column 3 C1 N/A 3
Story2 C2 78 Column 3 C1 N/A 3
Story2 C3 82 Column 3 C1 N/A 3
Story2 C5 75 Column 3 C1 N/A 3
Story2 C6 77 Column 3 C1 N/A 3
Story2 C7 76 Column 3 C1 N/A 3
Story2 C8 79 Column 3 C1 N/A 3
Story2 C4 80 Column 3 C1 N/A 3
Story2 C9 81 Column 3 C1 N/A 3
Story2 C10 83 Column 3 C1 N/A 3
Story2 C11 84 Column 3 C1 N/A 3
Story2 C12 85 Column 3 C1 N/A 3
Story1 B1 22 Beam 6 T1 N/A 0.5
Story1 B2 23 Beam 6 T1 N/A 0.5
Story1 B3 24 Beam 6 T1 N/A 0.5
Story1 B4 25 Beam 5 T1 N/A 0.5
Story1 B5 26 Beam 5 T1 N/A 0.5
Story1 B6 27 Beam 6 T1 N/A 0.5
Story1 B7 28 Beam 6 T1 N/A 0.5
Story1 B8 29 Beam 6 T1 N/A 0.5
Story1 B9 30 Beam 6 T1 N/A 0.5
Story1 B10 31 Beam 6 T1 N/A 0.5
Story1 B11 32 Beam 6 T1 N/A 0.5
Story1 B12 39 Beam 5 T1 N/A 0.5
Story1 B13 40 Beam 5 T1 N/A 0.5
Story1 B14 41 Beam 5 T1 N/A 0.5
Story1 B15 42 Beam 5 T1 N/A 0.5
Story1 B16 44 Beam 5 T1 N/A 0.5
Story1 B17 43 Beam 5 T1 N/A 0.5
Story1 C1 4 Column 4 C1 N/A 3
Story1 C2 14 Column 4 C1 N/A 3
Story1 C3 18 Column 4 C1 N/A 3
Story1 C5 11 Column 4 C1 N/A 3
Story1 C6 13 Column 4 C1 N/A 3
Story1 C7 12 Column 4 C1 N/A 3
Story1 C8 15 Column 4 C1 N/A 3
Story1 C4 16 Column 4 C1 N/A 3
Story1 C9 17 Column 4 C1 N/A 3
Story1 C10 19 Column 4 C1 N/A 3

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Assignments 07/12/2024

Max
Min
Design Length Analysis Design Station
Story Label UniqueName Number
Type m Section Section Spacing
Stations
m
Story1 C11 20 Column 4 C1 N/A 3
Story1 C12 21 Column 4 C1 N/A 3

3.3 Shell Assignments

Table 3.3 - Area Assignments - Summary
Section Property
Story Label UniqueName
Property Type
Story4 F1 23 Slab1 Slab
Story4 F2 24 Slab1 Slab
Story4 F6 26 Slab1 Slab
Story4 F7 25 Slab1 Slab
Story4 W1 31 Wall1 Wall
Story4 W2 30 Wall1 Wall
Story4 W4 33 Wall1 Wall
Story4 W5 34 Wall1 Wall
Story4 W8 43 Wall1 Wall
Story4 W9 44 Wall1 Wall
Story4 W11 54 Wall1 Wall
Story4 W12 55 Wall1 Wall
Story4 W15 71 Wall1 Wall
Story4 W16 70 Wall1 Wall
Story3 F1 1 Slab1 Slab
Story3 F2 2 Slab1 Slab
Story3 F5 19 Slab1 Slab
Story3 F6 22 Slab1 Slab
Story3 F7 21 Slab1 Slab
Story3 F8 20 Slab1 Slab
Story3 W1 29 Wall1 Wall
Story3 W2 28 Wall1 Wall
Story3 W6 40 Wall1 Wall
Story3 W7 41 Wall1 Wall
Story3 W8 45 Wall1 Wall
Story3 W9 46 Wall1 Wall
Story3 W10 47 Wall1 Wall
Story3 W11 56 Wall1 Wall
Story3 W12 57 Wall1 Wall
Story3 W13 58 Wall1 Wall
Story3 W14 75 Wall1 Wall
Story3 W15 72 Wall1 Wall
Story3 W16 69 Wall1 Wall
Story2 F1 13 Slab1 Slab
Story2 F2 16 Slab1 Slab
Story2 F5 17 Slab1 Slab
Story2 F6 14 Slab1 Slab
Story2 F7 15 Slab1 Slab
Story2 F8 18 Slab1 Slab
Story2 W1 27 Wall1 Wall
Story2 W2 9 Wall1 Wall
Story2 W6 36 Wall1 Wall
Story2 W7 37 Wall1 Wall
Story2 W8 52 Wall1 Wall
Story2 W9 51 Wall1 Wall
Story2 W10 48 Wall1 Wall
Story2 W11 61 Wall1 Wall
Story2 W12 60 Wall1 Wall
Story2 W13 59 Wall1 Wall
Story2 W14 74 Wall1 Wall

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Section Property
Story Label UniqueName
Property Type
Story2 W15 73 Wall1 Wall
Story2 W16 68 Wall1 Wall
Story1 F1 3 Slab1 Slab
Story1 F2 4 Slab1 Slab
Story1 F4 7 Slab1 Slab
Story1 F5 8 Slab1 Slab
Story1 F6 10 Slab1 Slab
Story1 F7 11 Slab1 Slab
Story1 F8 12 Slab1 Slab
Story1 W1 5 Wall1 Wall
Story1 W2 6 Wall1 Wall
Story1 W6 35 Wall1 Wall
Story1 W7 38 Wall1 Wall
Story1 W8 53 Wall1 Wall
Story1 W9 50 Wall1 Wall
Story1 W10 49 Wall1 Wall
Story1 W11 62 Wall1 Wall
Story1 W12 63 Wall1 Wall
Story1 W13 64 Wall1 Wall
Story1 W14 65 Wall1 Wall
Story1 W15 66 Wall1 Wall
Story1 W16 67 Wall1 Wall

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Loads 07/12/2024

4 Loads
This chapter provides loading information as applied to the model.

4.1 Load Patterns

Table 4.1 - Load Pattern Definitions

Is Auto Self Weight

Name Type
Load Multiplier

Dead No Dead 1
Live No Live 0
PERMANENTE No Super Dead 0

4.2 Functions

4.2.1 Response Spectrum Functions

Table 4.2 - Functions - Response Spectrum - User Defined

Period Damping
Name Value
sec Ratio
CDMX 0 0.1125 0.05
CDMX 0.1 0.2812
CDMX 0.2 0.45
CDMX 0.3 0.45
CDMX 0.4 0.45
CDMX 0.5 0.45
CDMX 0.6 0.45
CDMX 0.7 0.4166
CDMX 0.8 0.3897
CDMX 0.9 0.3674
CDMX 1 0.3486
CDMX 1.2 0.3182
CDMX 1.5 0.2846
CDMX 1.7 0.2673
CDMX 2 0.2465
CDMX 2.5 0.2205
CDMX 3 0.2012
CDMX 3.5 0.1863
CDMX 4 0.1743
CDMX 5 0.1559
CDMX 8 0.1232
CDMX 11 0.1051
CDMX 15 0.09

4.3 Load Cases

Table 4.3 - Load Case Definitions - Summary

Name Type
Dead Linear Static
Live Linear Static
Modal Modal - Eigen
permanente Linear Static
SISMICO Response Spectrum

4.4 Load Combinations

Table 4.4 - Load Combination Definitions

Name Type Is Auto Load Name SF Notes

COMBINACIÓN Linear Add No Dead 1.5

COMBINACIÓN Linear Add No Live 1.3
COMBINACIÓN Linear Add No permanente 1

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Loads 07/12/2024

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