Summary Report

Project ReportModel File: PRONOEI, Revision 0

11/11/2015

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 7

1.7 Groups 7

2. Properties 9

2.1 Materials 9

2.2 Frame Sections 9

2.3 Shell Sections 9

3. Assignments 10

3.1 Joint Assignments 10

3.2 Frame Assignments 10

3.3 Shell Assignments 11

4. Loads 13

4.1 Load Patterns 13

4.2 Auto Seismic Loading 13

4.3 Applied Loads 18

4.3.1 Area Loads 18

4.4 Functions 18

4.4.1 Response Spectrum Functions 18

4.5 Load Cases 19

4.6 Load Combinations 19

5. Analysis Results 20

5.1 Structure Results 20

5.2 Story Results 21

5.3 Point Results 22

5.4 Modal Results 26

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 Wall Connectivity Data 6

Table 1.9 Mass Source 7

Table 1.10 Centers of Mass and Rigidity 7

Table 1.11 Mass Summary by Diaphragm 7

Table 1.12 Mass Summary by Story 7

Table 1.13 Group Definitions 8

Table 2.1 Material Properties - Summary 9

Table 2.2 Frame Sections - Summary 9

Table 2.3 Shell Sections - Summary 9

Table 3.1 Joint Assignments - Summary 10

Table 3.2 Frame Assignments - Summary 11

Table 3.3 Shell Assignments - Summary 11

Table 4.1 Load Patterns 13

Table 4.4 Shell Loads - Uniform 18

Table 4.5 Response Spectrum Function - User 18

Table 4.6 Load Cases - Summary 19

Table 4.7 Load Combinations 19

Table 5.1 Base Reactions 20

Table 5.2 Centers of Mass and Rigidity 20

Table 5.3 Diaphragm Center of Mass Displacements 20

Table 5.4 Story Max/Avg Displacements 21

Table 5.5 Story Drifts 21

Table 5.6 Story Forces 22

Table 5.7 Joint Reactions 22

Table 5.8 Modal Periods and Frequencies 26

Table 5.9 Modal Participating Mass Ratios 26

Table 5.10 Modal Load Participation Ratios 26

Table 5.11 Modal Direction Factors 27

Structure Data 11/11/2015

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 Data

NameHeight

cm

Elevationcm

Master Story

Similar To

Splice Story

piso 1 320 320 Yes None No

Base 0 0 No None No

1.2 Grid Data

Table 1.2 - Grid Systems

Name TypeStory Range

X Origin

m

Y Origin

m

Rotation

deg

Bubble Sizecm

Color

G1 Cartesian Default 0 0 0 152.4 ffa0a0a0

Table 1.3 - Grid Lines

Grid System

Grid Directio

nGrid ID Visible

Bubble Locatio

n

Ordinatem

G1 X A Yes End 0

G1 X B Yes End 0.7

G1 X C Yes End 7.7

G1 Y 1 Yes Start 0

G1 Y 2 Yes Start 4.53




1.3 Point Coordinates

Table 1.4 - Joint Coordinates Data

LabelX

cmY

cm

ΔZ Below

cm1 70 0 0

2 70 453 0

3 70 913 0

4 70 1373 0

5 70 1826 0

6 770 0 0

7 770 453 0

8 770 913 0

9 770 1373 0

10 770 1826 0

11 757.5 0 0

12 757.5 453 0

13 757.5 913 0

14 757.5 1373 0

15 757.5 1826 0

16 82.5 0 0

17 82.5 453 0

18 82.5 913 0

19 82.5 1373 0

20 82.5 1826 0

of 27


LabelX

cmY

cm

ΔZ Below

cm21 0 0 0

22 0 453 0

23 0 913 0

24 0 1373 0

25 0 1826 0

1.4 Line Connectivity

Table 1.5 - Column Connectivity Data

ColumnI-End Point

J-End Point

I-End Story

C11 11 11 Below

C12 12 12 Below

C13 13 13 Below

C14 14 14 Below

C15 15 15 Below

C16 16 16 Below

C17 17 17 Below

C18 18 18 Below

C19 19 19 Below

C20 20 20 Below

Table 1.6 - Beam Connectivity Data

BeamI-End Point

J-End Point

Curve Type

B1 5 10 None

B2 9 10 None

B3 4 5 None

B4 1 2 None

B5 2 3 None

B6 3 4 None

B7 6 7 None

B8 7 8 None

B9 8 9 None

B10 1 6 None

B11 2 7 None

B12 3 8 None

B13 4 9 None

B14 21 1 None

B15 22 2 None

B16 23 3 None

B17 24 4 None

B18 25 5 None

1.5 Area Connectivity

Table 1.7 - Floor Connectivity Data

FloorNumber

of Edges

Edge Number

Point 1 Point 2Curve Type

F1 4 1 4 9 None

2 9 10 None

3 10 5 None

4 5 4 None

F2 4 1 3 8 None

2 8 9 None

3 9 4 None

of 27


FloorNumber

of Edges

Edge Number


4 4 3 None

F3 4 1 2 7 None

2 7 8 None

3 8 3 None

4 3 2 None

F4 4 1 1 6 None

2 6 7 None

3 7 2 None

4 2 1 None

F5 4 1 21 1 None

2 1 2 None

3 2 22 None

4 22 21 None

F6 4 1 22 2 None

2 2 3 None

3 3 23 None

4 23 22 None

F7 4 1 23 3 None

2 3 4 None

3 4 24 None

4 24 23 None

F8 4 1 24 4 None

2 4 5 None

3 5 25 None

4 25 24 None

Table 1.8 - Wall Connectivity Data

LabelNumber

of Edges

Edge Number


Point 1 Story

Point 2 Story

W1 4 1 5 10 None Below Below

2 10 10 None Below Same

3 10 5 None Same Same

4 5 5 None Same Below









1.6 Mass

Table 1.9 - Mass Source

NameInclude Elemen

ts

Include Added Mass

Include Loads

Include Lateral

Include Vertical

Lump at

Stories

IsDefault

Load Pattern

Multiplier

masa Yes No Yes Yes No Yes Yes CM 1

masa Yes No Yes Yes No Yes Yes Live 0.5

masa Yes No Yes Yes No Yes Yes Live UP 0.25

Table 1.10 - Centers of Mass and Rigidity

of 27


StoryDiaphragm

Mass Xkg

Mass Ykg

XCMm

YCMm

Cumulative X

kg

Cumulative Y

kg

XCCMm

YCCMm

XCRm

YCRm

piso 1 D191202.9

991202.9

93.988 9.13

91202.99

91202.99

3.988 9.13

Table 1.11 - Mass Summary by Diaphragm

StoryDiaphra

gmMass X

kgMass Y

kg

Mass Momen

t of Inertiakgf-m-

s²

X Mass Center

m

Y Mass Center

m

piso 1 D1 91202.99 91202.99402383.2

4713.988 9.13

Table 1.12 - Mass Summary by Story

StoryUXkg

UYkg

UZkg

piso 1 91202.99 91202.99 0

Base 18710.4 18710.4 0

1.7 Groups

Table 1.13 - Group Definitions

Name Color

All Yellow

of 27

Properties 11/11/2015

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 TypeE

kgf/cm²ν

Unit Weightkgf/m³

Design Strengths

ACERO DE REFUERZO

Rebar 2100000 0.3 7849.05Fy=4200 kgf/cm², Fu=6300 kgf/cm²

ALBAÑILERIA

Masonry 32500 0.25 1800

fc 210 kg/cm2

Concrete219019.9

50.2 2400 Fc=210 kgf/cm²

2.2 Frame Sections

Table 2.2 - Frame Sections - Summary

Name Material ShapeCOL

25X50fc 210 kg/cm2

Concrete Rectangular

VIGA 25X50

fc 210 kg/cm2


VIGETA 20X25

fc 210 kg/cm2


2.3 Shell Sections

Table 2.3 - Shell Sections - Summary

NameDesign Type

Element Type

Material

Total Thickne

sscm

ALIG 20CM

SlabShell-Thin

fc 210 kg/cm2

5

LOSA AL TIPO B

SlabShell-Thin

fc 210 kg/cm2

5

Muro Albañoler

iaWall

Shell-Thin

ALBAÑILERIA

23

of 27

Assignments 11/11/2015

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 LabelUnique Name

Diaphragm

Restraints

piso 1 1 42From Area

























Base 1 39From Area

UX; UY; UZ

Base 3 35From Area

UX; UY; UZ

Base 5 31From Area

UX; UY; UZ

Base 6 40From Area

UX; UY; UZ

Base 8 36From Area

UX; UY; UZ

Base 10 32From Area

UX; UY; UZ

Base 11 21From Area

UX; UY; UZ; RX; RY; RZ

Base 12 22From Area


Base 13 23 From UX; UY; UZ;

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Diaphragm

Restraints

Area RX; RY; RZ

Base 14 24From Area


Base 15 25From Area


Base 16 26From Area


Base 17 27From Area


Base 18 28From Area


Base 19 29From Area


Base 20 30From Area


3.2 Frame Assignments

Table 3.2 - Frame Assignments - Summary


Design Type

Lengthcm

Analysis

Section

Design Section

Max Station Spacin

gcm

Min Number Station

s

piso 1 C11 6 Column 320COL

25X50COL

25X503


25X50COL

25X503


25X50COL

25X503


25X50COL

25X503


25X50COL

25X503


25X50COL

25X503


25X50COL

25X503


25X50COL

25X503


25X50COL

25X503


25X50COL

25X503

piso 1 B1 11 Beam 700VIGA 25X50

VIGA 25X50

61


VIGA 25X50

61


VIGA 25X50

61


VIGA 25X50

61


VIGA 25X50

61


VIGA 25X50

61


VIGA 25X50

61


VIGA 25X50

61


VIGA 25X50

61


VIGA 25X50

61


VIGA 25X50

61


VIGA 25X50

61


VIGA 25X50

61

piso 1 B14 24 Beam 70VIGETA 20X25

VIGETA 20X25

61

piso 1 B15 26 Beam 70 VIGETA VIGETA 61

of 27



Design Type

Lengthcm

Analysis

Section

Design Section

Max Station Spacin

gcm

Min Number Station

s

20X25 20X25


VIGETA 20X25

61


VIGETA 20X25

61


VIGETA 20X25

61

3.3 Shell Assignments

Table 3.3 - Shell Assignments - Summary


SectionDiaphra

gm

Axis Angledeg

piso 1 W1 1Muro

Albañoleria

piso 1 W2 2Muro

Albañoleria

piso 1 W3 3Muro

Albañoleria

piso 1 F1 25LOSA AL TIPO B

D1 2


D1 2


D1 2


D1 2

piso 1 F5 8ALIG 20CM

D1


D1


D1


D1

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11/11/2015

4 Loads

This chapter provides loading information as applied to the model.

4.1 Load Patterns

Table 4.1 - Load Patterns

Name Type

Self Weight Multipli

er

Auto Load

Carga Muerta

Dead 1

CMSuperimposed Dead

0

Live UP Live 0

LiveReducible

Live0

Sismo xx Seismic 0User

Coefficient

Sismo yy Seismic 0User

Coefficient

4.2 Auto Seismic Loading

of 27

11/11/2015

User Coefficient Auto Seismic Load Calculation

This calculation presents the automatically generated lateral seismic loads for load pattern Sismo xx using the user input coefficients, as calculated by ETABS.

Direction and Eccentricity

Direction = X + Eccentricity Y

Eccentricity Ratio = 5% for all diaphragms

Factors and Coefficients

Equivalent Lateral Forces

Base Shear Coefficient, C

Base Shear, V

Calculated Base Shear

Direction

Period Used (sec)

CW

(kgf)V

(kgf)

X + Ecc. Y

0 091202.98

8254721.79

29

Applied Story Forces

of 27

11/11/2015

Story Elevation X-Dir Y-Dir

m kgf kgf

piso 1 3.254721.7929

0

Base 0 0 0

of 27

11/11/2015

User Coefficient Auto Seismic Load Calculation

This calculation presents the automatically generated lateral seismic loads for load pattern Sismo yy using the user input coefficients, as calculated by ETABS.

Direction and Eccentricity

Direction = Y + Eccentricity X

Eccentricity Ratio = 5% for all diaphragms

Factors and Coefficients

Equivalent Lateral Forces

Base Shear Coefficient, C

Base Shear, V

Calculated Base Shear

Direction

Period Used (sec)

CW

(kgf)V

(kgf)

Y + Ecc. X

0 091202.98

8254721.79

29

Applied Story Forces

of 27

11/11/2015

Story Elevation X-Dir Y-Dir

m kgf kgf

piso 1 3.2 054721.7929

Base 0 0 0

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Loads 11/11/2015

4.3 Applied Loads

4.3.1 Area Loads

Table 4.4 - Shell Loads - Uniform


Load Pattern

Direction

Loadkgf/m²

piso 1 F1 25 CM Gravity 0








piso 1 F1 25 Live UP Gravity 100








piso 1 F1 25 Live Gravity 250








4.4 Functions

4.4.1 Response Spectrum Functions

Table 4.5 - Response Spectrum Function - User

NamePeriod

secAcceler

ation

Damping%

espectro pronoei

0.1 5.89 5

espectro pronoei

0.2 5.89

espectro pronoei

0.3 5.89

espectro pronoei

0.4 5.89

espectro pronoei

0.5 4.71

espectro pronoei

0.6 3.92

espectro pronoei

0.7 3.36

espectro pronoei

0.8 2.94

espectro pronoei

0.9 2.62

espectro pronoei

1 2.35

espectro pronoei

1.1 2.14

espectro pronoei

1.2 1.96

espectro pronoei

1.3 1.81

espectro 1.4 1.68

of 27

Loads 11/11/2015

NamePeriod

secAcceler

ation

Damping%

pronoeiespectro pronoei

1.5 1.57

espectro pronoei

1.6 1.47

espectro pronoei

1.7 1.38

espectro pronoei

1.8 1.31

espectro pronoei

1.9 1.24

espectro pronoei

2 1.18

4.5 Load Cases

Table 4.6 - Load Cases - Summary

Name TypeCarga Muerta

Linear Static

CMLinear Static

Live UPLinear Static

LiveLinear Static

Sismo xxLinear Static

Sismo yyLinear Static

EQ xxResponse Spectrum

EQ yyResponse Spectrum

~TorsionEQ xx

Linear Static

~TorsionEQ yy

Linear Static

4.6 Load Combinations

Table 4.7 - Load Combinations

NameLoad

Case/Combo

Scale Factor

Type Auto

UDCon1Carga Muerta

1.4Linear Add

No

UDCon1 CM 1.4 No

UDCon2Carga Muerta

1.2Linear Add

No

UDCon2 CM 1.2 No

UDCon2 Live UP 1.6 No

UDCon2 Live 1.6 No

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Analysis Results 11/11/2015

5 Analysis Results

This chapter provides analysis results.

5.1 Structure Results

Table 5.1 - Base ReactionsLoad

Case/Combo

FXkgf

FYkgf

FZkgf

MXkgf-m

MYkgf-m

MZkgf-m

Xm

Ym

Zm

Carga Muerta

4.56E-05 088823.14

63810955.1

886-361106 -0.0004 0 0 0

CM 0 0 0 0 0 0 0 0 0

Live UP1.854E-

050

14060.1634

128369.2229

-54131.74

43-0.0002 0 0 0

Live4.636E-

050

35150.4085

320923.0572

-135329 -0.0004 0 0 0

Sismo xx-

54721.7975

1.775E-06

0-6.331E-

06-175110

549570.8546

0 0 0

Sismo yy7.606E-

06

-54721.79

270

175109.7365

2.42E-05 -239300 0 0 0

EQ xx Max

537185.645

6.4486.066E-

0720.6335 1718994 5394981 0 0 0

EQ yy Max

6.4481537185.2

2581.173E-

061718993 20.6341 2346149 0 0 0

UDCon1 0.0001 0124352.4

0481135337 -505549 -0.0006 0 0 0

UDCon2 0.0002 0185324.6

9061692014 -736465 -0.0015 0 0 0

Table 5.2 - Centers of Mass and Rigidity

StoryDiaphragm

Mass Xkg

Mass Ykg

XCMm

YCMm

Cumulative X

kg

Cumulative Y

kg

XCCMm

YCCMm

XCRm

YCRm

piso 1 D191202.9

991202.9

93.988 9.13

91202.99

91202.99

3.988 9.13

Table 5.3 - Diaphragm Center of Mass Displacements

StoryDiaphragm

Load Case/Comb

o

UXcm

UYcm

UZcm

RXrad

RYrad

RZrad

PointXm

Ym

Zm

piso 1 D1Carga Muerta

-0.0002

759

1.452E-05

0 0 05.567E-

092 3.988 9.13 3.2

piso 1 D1 CM 0 0 0 0 0 0 2 3.988 9.13 3.2

piso 1 D1 Live UP-

0.0001122

6.473E-06

0 0 02.519E-

092 3.988 9.13 3.2

piso 1 D1 Live-

0.0002805

1.618E-05

0 0 06.298E-

092 3.988 9.13 3.2

piso 1 D1Sismo

xx0.0272

80.0001

0230 0 0 -5E-06 2 3.988 9.13 3.2

piso 1 D1Sismo

yy6.953E-

060.8 0 0 0 1E-06 2 3.988 9.13 3.2

piso 1 D1EQ xx Max

0.30.0010

060 0 0 4.4E-05 2 3.988 9.13 3.2

piso 1 D1EQ yy Max

7.059E-05

8.3 0 0 0 2.9E-05 2 3.988 9.13 3.2

piso 1 D1UDCon

1

-0.0003

863

2.033E-05

0 0 07.794E-

092 3.988 9.13 3.2

piso 1 D1UDCon

2

-0.0009

595

5.368E-05

0 0 02.079E-

082 3.988 9.13 3.2

5.2 Story Results

of 27


Table 5.4 - Story Max/Avg Displacements

StoryLoad

Case/Combo

Direction

Maximum

cm

Average

cmRatio

piso 1Carga Muerta

X 0.0002810.000275

91.018419

BaseCarga Muerta

Y 0 0

piso 1 CM Y 0 0

Base CM Y 0 0

piso 1 Live UP X0.000114

50.000112

21.020498

Base Live UP Y 0 0

piso 1 Live X0.000286

30.000280

51.020498

Base Live Y 0 0

piso 1 Sismo xx X 0.0314 0.02728 1.151053

Base Sismo xx Y 0 0

piso 1 Sismo yy Y 0.8 0.8 1.000355

Base Sismo yy Y 0 0

piso 1EQ xx Max

X 0.3 0.3 1.070224

BaseEQ xx Max

Y 0 0

piso 1EQ yy Max

Y 8.3 8.3 1.000449

BaseEQ yy Max

Y 0 0

piso 1 UDCon1 X0.000393

40.000386

31.018419

Base UDCon1 Y 0 0

piso 1 UDCon2 X0.000978

40.000959

51.01978

Base UDCon2 Y 0 0

Table 5.5 - Story Drifts

StoryLoad

Case/Combo

Label Item DriftXm

Ym

Zm

piso 1Carga Muerta

5Max Drift

X1E-06 0.7 18.26 3.2

piso 1Carga Muerta

6Max Drift

Y5.184E-

087.7 0 3.2

piso 1 CM 1Max Drift

X0 0.7 0 3.2

piso 1 CM 1Max Drift

Y0 0.7 0 3.2

piso 1 Live UP 5Max Drift

X3.578E-

070.7 18.26 3.2

piso 1 Live UP 6Max Drift

Y2.315E-

087.7 0 3.2

piso 1 Live 5Max Drift

X1E-06 0.7 18.26 3.2

piso 1 Live 6Max Drift

Y5.787E-

087.7 0 3.2

piso 1 Sismo xx 5Max Drift

X9.8E-05 0.7 18.26 3.2

piso 1 Sismo xx 5Max Drift

Y5E-06 0.7 18.26 3.2

piso 1 Sismo yy 1Max Drift

X2E-06 0.7 0 3.2

piso 1 Sismo yy 6Max Drift

Y0.002645 7.7 0 3.2

piso 1EQ xx Max

5Max Drift

X0.000963 0.7 18.26 3.2

piso 1EQ xx Max

6Max Drift

Y4.9E-05 7.7 0 3.2

piso 1EQ yy Max

5Max Drift

X8.4E-05 0.7 18.26 3.2

piso 1EQ yy Max

1Max Drift

Y0.025983 0.7 0 3.2

piso 1 UDCon1 5 Max Drift 1E-06 0.7 18.26 3.2

of 27


StoryLoad

Case/Combo

Label Item DriftXm

Ym

Zm

X

piso 1 UDCon1 6Max Drift

Y7.258E-

087.7 0 3.2


X3E-06 0.7 18.26 3.2


Y1.918E-

077.7 0 3.2

Table 5.6 - Story Forces

StoryLoad

Case/Combo

Location

Pkgf

VXkgf

VYkgf

Tkgf-m

MXkgf-m

MYkgf-m

piso 1Carga Muerta

Top51402.34

634.56E-05 0 -0.0004

469303.2846

-203939

piso 1Carga Muerta

Bottom88823.14

634.56E-05 0 -0.0004

810955.1886

-361106

piso 1 CM Top 0 0 0 0 0 0

piso 1 CM Bottom 0 0 0 0 0 0

piso 1 Live UP Top14060.16

341.854E-

050 -0.0002

128369.2229

-54131.74

44

piso 1 Live UP Bottom14060.16

341.854E-

050 -0.0002

128369.2229

-54131.74

43

piso 1 Live Top35150.40

854.636E-

050 -0.0004

320923.0572

-135329

piso 1 Live Bottom35150.40

854.636E-

050 -0.0004

320923.0572

-135329

piso 1 Sismo xx Top 0-

54721.7975

1.775E-06

549570.8546

-6.52E-07

0

piso 1 Sismo xx Bottom 0-

54721.7975

1.775E-06

549570.8546

-6.331E-06

-175110

piso 1 Sismo yy Top 07.606E-

06

-54721.79

27-239300

-1.403E-06

0

piso 1 Sismo yy Bottom 07.606E-

06

-54721.79

27-239300

175109.7365

2.42E-05

piso 1EQ xx Max

Top6.066E-

07537185.6

456.448 5394981 6.4E-06 0

piso 1EQ xx Max

Bottom6.066E-

07537185.6

456.448 5394981 20.6335 1718994

piso 1EQ yy Max

Top1.173E-

066.4481

537185.2258

23461491.418E-

051.405E-

06

piso 1EQ yy Max

Bottom1.173E-

066.4481

537185.2258

2346149 1718993 20.6341

piso 1 UDCon1 Top71963.28

480.0001 0 -0.0006

657024.5984

-285515

piso 1 UDCon1 Bottom124352.4

0480.0001 0 -0.0006 1135337 -505549

piso 1 UDCon2 Top140419.7

3060.0002 0 -0.0015 1282032 -547865

piso 1 UDCon2 Bottom185324.6

9060.0002 0 -0.0015 1692014 -736465

5.3 Point Results

Table 5.7 - Joint Reactions

StoryJoint Label

Unique Name

Load Case/Combo

FXkgf

FYkgf

FZkgf

MXkgf-m

MYkgf-m

MZkgf-m

Base 1 39Carga Muerta

1403.6102

185.908626025.29

840 0 0

Base 1 39 CM 0 0 0 0 0 0

Base 1 39 Live UP 378.1099 65.12516820.760

70 0 0

Base 1 39 Live 945.2747 162.812717051.90

180 0 0

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StoryJoint Label

Unique Name

Load Case/Combo

FXkgf

FYkgf

FZkgf

MXkgf-m

MYkgf-m

MZkgf-m

Base 1 39 Sismo xx-

7275.4092

4.1035-

19920.4418

0 0 0

Base 1 39 Sismo yy-

603.6274-

102.8578

-6137.373

20 0 0

Base 1 39EQ xx Max

96854.2164

40.2912265333.5

0360 0 0

Base 1 39EQ yy Max

5856.0251009.583

660041.91

560 0 0

Base 1 39 UDCon11965.054

3260.272

36435.4178

0 0 0

Base 1 39 UDCon23801.747

6587.7907

69426.618

0 0 0


2266.0128

-1.232242262.03

510 0 0

Base 3 35 CM 0 0 0 0 0 0

Base 3 35 Live UP 754.5003 -0.502114111.05

060 0 0

Base 3 35 Live1886.250

6-1.2552

35277.6265

0 0 0

Base 3 35 Sismo xx-

8574.5766

2.4156-

23463.2241

0 0 0

Base 3 35 Sismo yy -0.4091-

478.9252-47.5385 0 0 0

Base 3 35EQ xx Max

84174.2543

23.7561230340.8

5750 0 0

Base 3 35EQ yy Max

4.78314701.305

7468.5953 0 0 0

Base 3 35 UDCon1 3172.418 -1.725159166.84

920 0 0

Base 3 35 UDCon26944.416

8-4.2904

129736.3255

0 0 0


1406.0063

-187.5803

26054.3366

0 0 0

Base 5 31 CM 0 0 0 0 0 0

Base 5 31 Live UP 379.2674 -65.80456833.059

70 0 0

Base 5 31 Live 948.1685-

164.511317082.64

910 0 0

Base 5 31 Sismo xx-

9866.5498

0.6201-

27032.795

0 0 0

Base 5 31 Sismo yy 602.4857-

104.26236076.825

80 0 0

Base 5 31EQ xx Max

96856.8624

39.5324265372.9

4240 0 0

Base 5 31EQ yy Max

5843.6361

1023.3706

59443.6553

0 0 0

Base 5 31 UDCon11968.408

8-

262.612436476.07

120 0 0

Base 5 31 UDCon23811.105

1-

593.601669530.33

790 0 0


-1317.101

179.999626252.72

520 0 0

Base 6 40 CM 0 0 0 0 0 0

Base 6 40 Live UP-

340.459762.1873

6899.8587

0 0 0

Base 6 40 Live-

851.1493155.4684

17249.6467

0 0 0

Base 6 40 Sismo xx-

7275.656-4.0253

19925.4591

0 0 0

Base 6 40 Sismo yy 110.1857-

102.7863

-4737.213

70 0 0

Base 6 40EQ xx Max

96856.4357

39.5071265378.5

1710 0 0

Base 6 40EQ yy Max

11882.7076

1028.4224

76135.0498

0 0 0

Base 6 40 UDCon1-

1843.9414

251.999436753.81

530 0 0

of 27


StoryJoint Label

Unique Name

Load Case/Combo

FXkgf

FYkgf

FZkgf

MXkgf-m

MYkgf-m

MZkgf-m

Base 6 40 UDCon2-

3487.0956

564.248670142.47

890 0 0


-2254.373

91.2205

42972.5481

0 0 0

Base 8 36 CM 0 0 0 0 0 0

Base 8 36 Live UP-

752.39830.4945

14420.3525

0 0 0

Base 8 36 Live-

1880.9956

1.236236050.88

120 0 0

Base 8 36 Sismo xx-

8574.6419

-2.355223464.42

920 0 0

Base 8 36 Sismo yy -0.314-

477.607245.7685 0 0 0

Base 8 36EQ xx Max

84174.4017

23.7698230342.4

7660 0 0

Base 8 36EQ yy Max

4.09974708.402

9455.6913 0 0 0

Base 8 36 UDCon1-

3156.1234

1.708860161.56

730 0 0

Base 8 36 UDCon2-

6918.6789

4.2338132321.0

3160 0 0


-1314.404

1

-178.0498

26217.7182

0 0 0

Base 10 32 CM 0 0 0 0 0 0

Base 10 32 Live UP-

339.1667-61.3834

6884.8696

0 0 0

Base 10 32 Live-

847.9168-

153.458517212.17

40 0 0

Base 10 32 Sismo xx-

9866.3199

-0.545427028.04

630 0 0

Base 10 32 Sismo yy -111.162-

101.31674794.526

70 0 0

Base 10 32EQ xx Max

96854.5461

40.2651265325.4

2160 0 0

Base 10 32EQ yy Max

11893.7284

1013.9615

76700.7742

0 0 0

Base 10 32 UDCon1-

1840.1658

-249.2698

36704.8055

0 0 0

Base 10 32 UDCon2-

3476.6186

-557.4067

70016.5315

0 0 0


-206.4175

198.1956-

17495.9793

-401.3912

660.0472 -0.0099

Base 11 21 CM 0 0 0 0 0 0

Base 11 21 Live UP -64.4322 67.4974-

6184.8277

-137.636 206.5416 -0.0039

Base 11 21 Live-

161.0804168.7434

-15462.06

93-344.09 516.3541 -0.0098


290.46026.6803

-13464.51

85-7.5116 115.1202 2.5272

Base 11 21 Sismo yy 29.7151-

6050.3069

2161.36310919.33

82-121.734

-113.8325

Base 11 21EQ xx Max

3868.3467

177.5045179452.9

352227.8395

1537.9106

24.8266

Base 11 21EQ yy Max

723.584859393.07

5741293.78

99107190.5

2331368.198

81117.306

1

Base 11 21 UDCon1-

288.9844277.4738

-24494.37

1

-561.9477

924.0661 -0.0138

of 27


StoryJoint Label

Unique Name

Load Case/Combo

FXkgf

FYkgf

FZkgf

MXkgf-m

MYkgf-m

MZkgf-m

Base 11 21 UDCon2-

608.5211615.8199

-55630.21

04

-1252.431

1948.6897

-0.0339


-1313.071

8-36.6821

6734.2961

38.8297-

1348.3242

-0.0028

Base 12 22 CM 0 0 0 0 0 0

Base 12 22 Live UP-

489.9337-12.4041

1582.5849

13.1353-

502.9865-0.0013

Base 12 22 Live-

1224.8343

-31.01013956.462

232.8381

-1257.466

2-0.0032


285.19018.4929 133.8141 -13.2031

-574.2622

2.3015

Base 12 22 Sismo yy -71.2718-

4055.6073

1132.9319

6644.7088

-77.8304 -0.4381

Base 12 22EQ xx Max

3261.0695

83.7167 1544.301 130.1816566.305

722.5932

Base 12 22EQ yy Max

698.295939812.07

2811120.92

8165228.12

68761.3107 14.8902

Base 12 22 UDCon1-

1838.3005

-51.35499428.014

554.3615

-1887.653

9-0.004

Base 12 22 UDCon2-

4319.315-

113.481216943.63

06120.153

-4434.713

2-0.0106


-358.2955

3.8915-

31344.5824

-5.32921137.397

1-0.0051

Base 13 23 CM 0 0 0 0 0 0

Base 13 23 Live UP-

134.34761.575

-12726.96

67-2.154 426.1397 -0.0023

Base 13 23 Live-

335.86913.9375

-31817.41

67-5.385

1065.3494

-0.0058


342.344212.1934

-15883.18

4-15.1152 135.3788 2.5272

Base 13 23 Sismo yy -0.2853-

6475.198-22.6125

11768.2019

1.3751-

113.8225

Base 13 23EQ xx Max

3360.6789

120.5063155919.9

21149.8238

1328.9684

24.8266

Base 13 23EQ yy Max

2.871563564.09

8227.3701

115523.5455

13.64261117.208

1

Base 13 23 UDCon1-

501.61375.4481

-43882.41

54-7.4609 1592.356 -0.0072

Base 13 23 UDCon2-

1182.3013

13.4897 -108885 -18.45743751.259

2-0.019


-1312.845

532.0452

6744.2557

-33.8351-

1348.0343

-0.0028

Base 14 24 CM 0 0 0 0 0 0

Base 14 24 Live UP-

489.850311.0721 1586.049 -11.6859

-502.8748

-0.0013

Base 14 24 Live-

1224.6258

27.68033965.122

6-29.2148

-1257.187

-0.0032


332.29166.5379 157.3395 -11.1361

-668.9917

2.3015

Base 14 24 Sismo yy 73.2036-

4056.9535

-1194.450

7

6646.1322

79.6637 -0.4381

Base 14 24EQ xx Max

3262.0054

83.92821544.650

6130.3902

6567.2818

22.5932

Base 14 24EQ yy Max

717.210139825.28

8311724.81

6765242.09

95779.2053 14.8902

Base 14 24 UDCon1-

1837.9837

44.8633 9441.958 -47.3691-

1887.248-0.004

of 27


StoryJoint Label

Unique Name

Load Case/Combo

FXkgf

FYkgf

FZkgf

MXkgf-m

MYkgf-m

MZkgf-m

Base 14 24 UDCon2-

4318.5764

100.458116974.98

14-

106.0433-4433.74 -0.0106


-206.144-

192.3407

-17473.68

68393.293 659.1016 -0.0003

Base 15 25 CM 0 0 0 0 0 0

Base 15 25 Live UP -64.3035 -65.1023-

6174.9401

134.3225 206.1499 -0.0007

Base 15 25 Live-

160.7588-

162.7558

-15437.35

01335.8064 515.3746 -0.0016


394.006818.1316

-18275.04

43-23.3169 156.4884 2.5271

Base 15 25 Sismo yy -30.0445-

6045.5743

-2182.737

9

10912.7726

123.3357-

113.8325

Base 15 25EQ xx Max

3867.8386

178.4992179400.1

75229.8103

1536.1871

24.8265

Base 15 25EQ yy Max

726.86859346.61

641505.23

92107126.0

6981383.911

31117.306

5

Base 15 25 UDCon1-

288.6015-269.277

-24463.16

15550.6102 922.7422 -0.0005

Base 15 25 UDCon2-

607.4725-

595.3818

-55548.08

84

1224.1579

1945.361 -0.0041


203.139 217.6863-

16764.7964

-428.2896

-639.9218

0.0038

Base 16 26 CM 0 0 0 0 0 0

Base 16 26 Live UP 63.3435 77.1845-

5914.036-

151.0052-

198.81030.0012

Base 16 26 Live 158.3588 192.9612-

14785.0901

-377.513-

497.02580.003


290.4107-6.6841

13459.6153

7.5012 114.9648 2.529

Base 16 26 Sismo yy -49.6415-

6042.9389

3086.9116

10909.8117

130.902 112.87

Base 16 26EQ xx Max

3867.9025

178.5431179409.0

922229.9136

1536.5193

24.8258

Base 16 26EQ yy Max

484.312859424.95

0930163.35

21107226.4

351283.809

91129.084

8

Base 16 26 UDCon1 284.3946 304.7609-

23470.7149

-599.6055

-895.8905

0.0053

Base 16 26 UDCon2 598.4906 693.4566-

53236.3574

-1359.576

7

-1881.243

90.0113


1226.315 -36.15047595.231

538.2571 1265.128 -0.0028

Base 17 27 CM 0 0 0 0 0 0

Base 17 27 Live UP 453.191 -13.0231949.022

313.7849 467.646 -0.0013

Base 17 27 Live1132.977

4-32.5575

4872.5556

34.46231169.115

1-0.0032


285.3471-8.584 -134.057 13.3362

-574.4237

2.3015

Base 17 27 Sismo yy 64.0009-

4054.6549

1192.1853

6642.0868

61.3877 -0.4381

Base 17 27EQ xx Max

3262.0857

83.93551545.651

5130.3811

6567.3515

22.5932

Base 17 27EQ yy Max

823.997939866.20

0111800.75

5665305.11

21996.8614 14.8902

Base 17 27 UDCon1 1716.841 -50.610610633.32

4153.56

1771.1792

-0.004

Base 17 27 UDCon24009.447

5-

116.309320028.80

24123.1041

4136.9714

-0.0106

of 27


StoryJoint Label

Unique Name

Load Case/Combo

FXkgf

FYkgf

FZkgf

MXkgf-m

MYkgf-m

MZkgf-m


346.9066 -4.1161-

29760.5703

5.7319-

1101.2433

-0.0012

Base 18 28 CM 0 0 0 0 0 0

Base 18 28 Live UP 129.4103 -1.6777-

12051.0726

2.3387-

410.7694-0.0006

Base 18 28 Live 323.5258 -4.1942-

30127.6814

5.8468-

1026.9235

-0.0014


342.3334-12.2171

15882.1895

15.1448 135.3442 2.5289

Base 18 28 Sismo yy -0.2994-

6471.9028

24.102711764.30

631.4282 112.86

Base 18 28EQ xx Max

3360.6698

120.4692155919.5

502149.7625

1328.9378

24.8257

Base 18 28EQ yy Max

2.967463634.21

93237.9056

115612.3201

14.0311128.986

4

Base 18 28 UDCon1 485.6693 -5.7626-

41664.7984

8.0246-

1541.7406

-0.0017

Base 18 28 UDCon21140.985

8-14.3344 -103199 19.9752

-3621.800

6-0.0045


1227.2992

40.83917585.770

8-43.1433 1266.198 -0.0028

Base 19 29 CM 0 0 0 0 0 0

Base 19 29 Live UP 453.6215 14.38171945.783

3-15.1898 468.1149 -0.0013

Base 19 29 Live1134.053

735.9542

4864.4582

-37.97461170.287

3-0.0032


332.2064-6.6251

-157.4265

11.2651 -668.904 2.3015

Base 19 29 Sismo yy -61.8187-

4053.3033

-1130.126

1

6640.6578

-59.2968 -0.4381

Base 19 29EQ xx Max

3261.1577

83.73891545.311

1130.1833

6566.4095

22.5932

Base 19 29EQ yy Max

802.858839852.93

6411192.13

6565291.08

86976.6781 14.8902

Base 19 29 UDCon11718.218

957.1748

10620.0791

-60.40071772.677

1-0.004

Base 19 29 UDCon24013.039

2129.5444

19999.3114

-136.835 4140.881 -0.0106


203.3639-

223.6347

-16781.45

43436.4958

-640.6764

-0.0062

Base 20 30 CM 0 0 0 0 0 0

Base 20 30 Live UP 63.4483 -79.6205-

5921.3847

154.3653 -199.118 -0.0023

Base 20 30 Live 158.6207-

199.0512

-14803.46

19385.9133 -497.795 -0.0057


394.0535-18.1391

18279.7981

23.3141 156.638 2.5289

Base 20 30 Sismo yy 49.2827-

6047.5974

-3062.563

1

10916.2294

-129.2014

112.87

Base 20 30EQ xx Max

3868.3035

177.5663179447.2

778227.9658

1537.6771

24.8257

Base 20 30EQ yy Max

480.734459470.64

3329921.70

82107289.3

5871267.094

1129.0844

Base 20 30 UDCon1 284.7095-

313.0886

-23494.03

6611.0941

-896.9469

-0.0086

Base 20 30 UDCon2 599.3471-

714.2364

-53297.49

97

1388.2408

-1883.872

4-0.0203

5.4 Modal Results

of 27


Table 5.8 - Modal Periods and Frequencies

Case ModePeriod

sec

Frequency

cyc/sec

Circular Freque

ncyrad/sec

Eigenvaluerad²/sec²

Modal 1 0.238 4.197 26.373 695.534

Modal 2 0.043 23.375 146.867421570.03

06

Modal 3 0.038 26.399 165.868227512.24

91

Table 5.9 - Modal Participating Mass Ratios (Part 1 of 2)

Case ModePeriod

secUX UY UZ

Sum UX

Sum UY

Sum UZ

Modal 1 0.238 0 1 0 0 1 0

Modal 2 0.043 1 0 0 1 1 0

Modal 3 0.038 06.936E-

070 1 1 0

Table 5.9 - Modal Participating Mass Ratios (Part 2 of 2)

Case Mode RX RY RZSum RX

Sum RY Sum RZ

Modal 1 1 03.992E-

051 0

3.992E-05

Modal 2 0 1 0 1 13.992E-

05

Modal 36.936E-

070 1 1 1 1

Table 5.10 - Modal Load Participation Ratios

CaseItem Type

ItemStatic

%

Dynamic%

ModalAccelerat

ionUX 100 100

ModalAccelerat

ionUY 100 100

ModalAccelerat

ionUZ 0 0

Table 5.11 - Modal Direction Factors

Case ModePeriod

secUX UY UZ RZ

Modal 1 0.238 0 1 0 0

Modal 2 0.043 1 0 0 0

Modal 3 0.038 0 0 0 1

of 27

Summary Report

Documents

Transcript of Summary Report