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• Rafae Ramirez

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Project Report Model File: CLASE 5 ANÁLISIS ESTÁTICO FLE, Revision 0

31/01/2016

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

8

1.7 Groups

9

2. Properties

10

2.1 Materials

10

2.2 Frame Sections

10

2.3 Shell Sections

10

3. Assignments

11

3.1 Joint Assignments

11

3.2 Frame Assignments

16

3.3 Shell Assignments

20

4. Loads

24

4.1 Load Patterns

24

4.2 Auto Seismic Loading

24

4.3 Applied Loads

29

4.3.1 Area Loads

29

4.4 Load Cases

32

5. Analysis Results

33

5.1 Structure Results

33

5.2 Story Results

35

5.3 Point Results

39

5.4 Modal Results

43

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

7

Table 1.9 Mass Source

9

Table 1.10 Centers of Mass and Rigidity

9

Table 1.11 Mass Summary by Diaphragm

9

Table 1.12 Mass Summary by Story

9

Table 1.13 Group Definitions

9

Table 2.1 Material Properties - Summary

10

Table 2.2 Frame Sections - Summary

10

Table 2.3 Shell Sections - Summary

10

Table 3.1 Joint Assignments - Summary

11

Table 3.2 Frame Assignments - Summary

16

Table 3.3 Shell Assignments - Summary

20

Table 4.1 Load Patterns

24

Table 4.4 Shell Loads - Uniform

29

Table 4.5 Load Cases - Summary

32

Table 5.1 Base Reactions

33

Table 5.2 Centers of Mass and Rigidity

33

Table 5.3 Diaphragm Center of Mass Displacements

33

Table 5.4 Story Max/Avg Displacements

35

Table 5.5 Story Drifts

36

Table 5.6 Story Forces

37

Table 5.7 Joint Reactions

39

Table 5.8 Modal Periods and Frequencies

44

Table 5.9 Modal Participating Mass Ratios

44

Table 5.10 Modal Load Participation Ratios

45

Table 5.11 Modal Direction Factors

45

Structure Data

31/01/2016

1 Structure Data This chapter provides model geometry information, including items such as story levels, point coordinates, and element connectivity. 1.1 Story Data

Name

Height mm

Table 1.1 - Story Data Elevati Master Similar on Story To mm

Splice Story

Techo

3500

22500

Yes

None

No

Piso 5

3500

19000

No

Techo

No

Piso 4

3500

15500

No

Techo

No

Piso 3

3500

12000

No

Techo

No

Piso 2

3500

8500

No

Techo

No

Piso 1

5000

5000

No

Techo

No

Base

0

0

No

None

No

1.2 Grid Data Table 1.2 - Grid Systems X Y Rotatio Story Origin Origin n Range m m deg

Bubble Size mm

Color

0

1250

ffa0a0a0

Visible

Bubble Locatio n

Ordinat e m

A

Yes

End

0

B

Yes

End

4

X

C

Yes

End

8

G1

X

D

Yes

End

14

G1

X

E

Yes

End

18

G1

X

F

Yes

End

22

G1

Y

1

Yes

Start

0

G1

Y

2

Yes

Start

4

G1

Y

3

Yes

Start

8

G1

Y

4

Yes

Start

14

G1

Y

5

Yes

Start

18

G1

Y

6

Yes

Start

22

Name

Type

G1

Cartesian

Default

Grid System

Grid Directio n

Grid ID

G1

X

G1

X

G1

0

0

Table 1.3 - Grid Lines

1.3 Point Coordinates Table 1.4 - Joint Coordinates Data ΔZ X Y Label Below mm mm mm 1

0

14000

0

2

0

18000

0

3

4000

14000

0

4

4000

22000

0

5

8000

22000

0

6

8000

18000

0

7

14000

18000

0

8

14000

22000

0

9

18000

22000

0

10

22000

14000

0

11

22000

18000

0

Page 4 of 47

Structure Data

31/01/2016

Label

X mm

Y mm

ΔZ Below mm

12

18000

14000

0

13

18000

8000

0

14

22000

8000

0

15

22000

4000

0

16

0

8000

0

17

4000

8000

0

18

0

4000

0

19

8000

0

0

20

8000

4000

0

21

14000

0

0

22

14000

4000

0

23

4000

0

0

24

18000

0

0

25

0

22000

0

26

22000

22000

0

27

22000

0

0

28

0

0

0

29

8000

8000

0

30

8000

14000

0

31

14000

8000

0

32

14000

14000

0

1.4 Line Connectivity Table 1.5 - Column Connectivity Data I-End J-End I-End Column Point Point Story C1

25

25

Below

C2

26

26

Below

C3

27

27

Below

C4

28

28

Below

C5

29

29

Below

C6

30

30

Below

C7

31

31

Below

C8

32

32

Below

Table 1.6 - Beam Connectivity Data I-End J-End Curve Beam Point Point Type B1

25

4

None

B2

5

8

None

B3

9

26

None

B4

11

26

None

B5

14

10

None

B6

27

15

None

B7

24

27

None

B8

19

21

None

B9

28

23

None

B10

17

29

None

B11

29

31

None

B12

31

13

None

B13

3

30

None

B14

30

32

None

B15

32

12

None

B16

22

31

None

B18

32

7

None

Page 5 of 47

Structure Data

31/01/2016 Beam

I-End Point

J-End Point

Curve Type

B19

20

29

None

B20

29

30

None

B21

30

6

None

B22

2

25

None

B23

16

1

None

B24

28

18

None

B17

31

32

None

1.5 Area Connectivity

Floor F1

F2

F3

F4

F5

F6

F7

F12

Table 1.7 - Floor Connectivity Data Number Edge of Point 1 Point 2 Number Edges 4

4

4

4

4

4

4

4

Curve Type

1

1

30

None

2

30

5

None

3

5

25

None

4

25

1

None

1

32

10

None

2

10

26

None

3

26

8

None

4

8

32

None

1

28

19

None

2

19

29

None

3

29

16

None

4

16

28

None

1

21

27

None

2

27

14

None

3

14

31

None

4

31

21

None

1

19

21

None

2

21

31

None

3

31

29

None

4

29

19

None

1

30

32

None

2

32

8

None

3

8

5

None

4

5

30

None

1

16

29

None

2

29

30

None

3

30

1

None

4

1

16

None

1

31

14

None

2

14

10

None

3

10

32

None

4

32

31

None

Table 1.8 - Wall Connectivity Data Label

Number of Edges

Edge Number

Point 1

Point 2

Curve Type

Point 1 Story

Point 2 Story

W1

4

1

1

2

None

Below

Below

2

2

2

None

Below

Same

3

2

1

None

Same

Same

4

1

1

None

Same

Below

1

1

3

None

Below

Below

2

3

3

None

Below

Same

W2

4

Page 6 of 47

Structure Data

31/01/2016

Label

W3

W4

W5

W6

W7

W8

W9

W10

W11

W12

W13

W14

W15

W16

Number of Edges

4

4

4

4

4

4

4

4

4

4

4

4

4

4

Edge Number

Point 1

Point 2

Curve Type

Point 1 Story

3

3

1

None

Same

Same

4

1

1

None

Same

Below

1

4

5

None

Below

Below

2

5

5

None

Below

Same

3

5

4

None

Same

Same

4

4

4

None

Same

Below

1

6

5

None

Below

Below

2

5

5

None

Below

Same

3

5

6

None

Same

Same

4

6

6

None

Same

Below

1

7

8

None

Below

Below

2

8

8

None

Below

Same

3

8

7

None

Same

Same

4

7

7

None

Same

Below

1

8

9

None

Below

Below

2

9

9

None

Below

Same

3

9

8

None

Same

Same

4

8

8

None

Same

Below

1

10

11

None

Below

Below

2

11

11

None

Below

Same

3

11

10

None

Same

Same

4

10

10

None

Same

Below

1

12

10

None

Below

Below

2

10

10

None

Below

Same

3

10

12

None

Same

Same

4

12

12

None

Same

Below

1

13

14

None

Below

Below

2

14

14

None

Below

Same

3

14

13

None

Same

Same

4

13

13

None

Same

Below

1

15

14

None

Below

Below

2

14

14

None

Below

Same

3

14

15

None

Same

Same

4

15

15

None

Same

Below

1

16

17

None

Below

Below

2

17

17

None

Below

Same

3

17

16

None

Same

Same

4

16

16

None

Same

Below

1

18

16

None

Below

Below

2

16

16

None

Below

Same

3

16

18

None

Same

Same

4

18

18

None

Same

Below

1

19

20

None

Below

Below

2

20

20

None

Below

Same

3

20

19

None

Same

Same

4

19

19

None

Same

Below

1

21

22

None

Below

Below

2

22

22

None

Below

Same

3

22

21

None

Same

Same

4

21

21

None

Same

Below

1

23

19

None

Below

Below

2

19

19

None

Below

Same

3

19

23

None

Same

Same

4

23

23

None

Same

Below

1

21

24

None

Below

Below

Page 7 of 47

Point 2 Story

Structure Data

31/01/2016 Number of Edges

Label

Edge Number

Point 1

Point 2

Curve Type

Point 1 Story

Point 2 Story

2

24

24

None

Below

Same

3

24

21

None

Same

Same

4

21

21

None

Same

Below

Load Pattern

1.6 Mass Table 1.9 - Mass Source Name

Include Elemen ts

Include Added Mass

Include Loads

Include Lateral

Include Vertical

Lump at Stories

IsDefau lt

MsSrc1

Yes

No

Yes

Yes

No

Yes

Yes

CM

1

MsSrc1

Yes

No

Yes

Yes

No

Yes

Yes

Live

0.5

MsSrc1

Yes

No

Yes

Yes

No

Yes

Yes

Live Up

0.25

Story

Diaphr agm

Mass X kg

Table 1.10 - Centers of Mass and Rigidity Cumul Cumul Mass Y XCM YCM XCCM ative X ative Y kg m m m kg kg

Multipli er

YCCM m

XCR m

YCR m

Techo

D1

346352

346352

11

11

346352

346352

11

11

11

11

Piso 5

D1

657152

657152

11

11

1003504

1003504

11

11

11

11

Piso 4

D1

657152

657152

11

11

1660656

1660656

11

11

11

11

Piso 3

D1

657152

657152

11

11

2317808

2317808

11

11

11

11

Piso 2

D1

657152

657152

11

11

2974960

2974960

11

11

11

11

Piso 1

D1

695312

695312

11

11

3670272

3670272

11

11

11

11

Story

Table 1.11 - Mass Summary by Diaphragm Mass Momen X Mass Diaphra Mass X Mass Y t of Center gm kg kg Inertia m tonf-ms²

Techo

D1

346352

346352

Piso 5

D1

657152

657152

Piso 4

D1

657152

657152

Piso 3

D1

657152

657152

Piso 2

D1

657152

657152

Piso 1

D1

695312

695312

3516.399 1 6599.018 5 6599.018 5 6599.018 5 6599.018 5 7076.686 1

Table 1.12 - Mass Summary by Story UX UY UZ Story kg kg kg Techo

346352

346352

0

Piso 5

657152

657152

0

Piso 4

657152

657152

0

Piso 3

657152

657152

0

Piso 2

657152

657152

0

Piso 1

695312

695312

0

Base

127200

127200

0

1.7 Groups Table 1.13 - Group Definitions Name Color All

Yellow

Page 8 of 47

Y Mass Center m

11

11

11

11

11

11

11

11

11

11

11

11

Structure Data

31/01/2016

Page 9 of 47

Properties

31/01/2016

2 Properties This chapter provides property information for materials, frame sections, shell sections, and links. 2.1 Materials Table 2.1 - Material Properties - Summary E Unit Design Type kgf/mm ν Weight Strengths ² kgf/m³

Name A615Gr6 0

Rebar

20389.02

0.3

7849.05

f´c=280 kg/cm2

Concrete

2526.71

0.2

2400

Fy=42.18 kgf/mm², Fu=63.28 kgf/mm² Fc=2.8 kgf/mm²

2.2 Frame Sections Table 2.2 - Frame Sections - Summary Name Material Shape C-50x50

f´c=280 kg/cm2

V-30x60

f´c=280 kg/cm2

Concrete Rectangu lar Concrete Rectangu lar

2.3 Shell Sections Table 2.3 - Shell Sections - Summary Name Alig 1Dir A Alig 1Dir B

Design Type Slab Slab

Alig 2Dir

Slab

Muro 30 cm

Wall

Elemen t Type

Material

ShellThin ShellThin ShellThin ShellThin

f´c=280 kg/cm2 f´c=280 kg/cm2 f´c=280 kg/cm2 f´c=280 kg/cm2

Page 10 of 47

Total Thickne ss mm 50 50 50 300

Assignments

31/01/2016

3 Assignments This chapter provides a listing of the assignments applied to the model. 3.1 Joint Assignments Table 3.1 - Joint Assignments - Summary Unique Diaphra Restrai Story Label Name gm nts Techo

1

4

Techo

2

3

Techo

3

16

Techo

4

25

Techo

5

24

Techo

6

37

Techo

7

46

Techo

8

45

Techo

9

58

Techo

10

67

Techo

11

66

Techo

12

79

Techo

13

88

Techo

14

87

Techo

15

100

Techo

16

109

Techo

17

108

Techo

18

121

Techo

19

130

Techo

20

129

Techo

21

144

Techo

22

143

Techo

23

156

Techo

24

163

Techo

25

169

Techo

26

176

Techo

27

183

Techo

28

190

Techo

29

197

Techo

30

204

Techo

31

211

Techo

32

218

Piso 5

1

1

Page 11 of 47

From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area

Assignments

31/01/2016 Story

Label

Unique Name

Piso 5

2

2

Piso 5

3

15

Piso 5

4

22

Piso 5

5

23

Piso 5

6

36

Piso 5

7

43

Piso 5

8

44

Piso 5

9

57

Piso 5

10

64

Piso 5

11

65

Piso 5

12

78

Piso 5

13

85

Piso 5

14

86

Piso 5

15

99

Piso 5

16

106

Piso 5

17

107

Piso 5

18

120

Piso 5

19

127

Piso 5

20

128

Piso 5

21

141

Piso 5

22

142

Piso 5

23

155

Piso 5

24

162

Piso 5

25

170

Piso 5

26

177

Piso 5

27

184

Piso 5

28

191

Piso 5

29

198

Piso 5

30

205

Piso 5

31

212

Piso 5

32

219

Piso 4

1

5

Piso 4

2

6

Piso 4

3

17

Piso 4

4

26

Piso 4

5

27

Piso 4

6

38

Page 12 of 47

Diaphra gm From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area

Restrai nts

Assignments

31/01/2016 Story

Label

Unique Name

Piso 4

7

47

Piso 4

8

48

Piso 4

9

59

Piso 4

10

68

Piso 4

11

69

Piso 4

12

80

Piso 4

13

89

Piso 4

14

90

Piso 4

15

101

Piso 4

16

110

Piso 4

17

111

Piso 4

18

122

Piso 4

19

131

Piso 4

20

132

Piso 4

21

145

Piso 4

22

146

Piso 4

23

157

Piso 4

24

164

Piso 4

25

171

Piso 4

26

178

Piso 4

27

185

Piso 4

28

192

Piso 4

29

199

Piso 4

30

206

Piso 4

31

213

Piso 4

32

220

Piso 3

1

7

Piso 3

2

8

Piso 3

3

18

Piso 3

4

28

Piso 3

5

29

Piso 3

6

39

Piso 3

7

49

Piso 3

8

50

Piso 3

9

60

Piso 3

10

70

Piso 3

11

71

Page 13 of 47

Diaphra gm From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area

Restrai nts

Assignments

31/01/2016 Story

Label

Unique Name

Piso 3

12

81

Piso 3

13

91

Piso 3

14

92

Piso 3

15

102

Piso 3

16

112

Piso 3

17

113

Piso 3

18

123

Piso 3

19

133

Piso 3

20

134

Piso 3

21

147

Piso 3

22

148

Piso 3

23

158

Piso 3

24

165

Piso 3

25

172

Piso 3

26

179

Piso 3

27

186

Piso 3

28

193

Piso 3

29

200

Piso 3

30

207

Piso 3

31

214

Piso 3

32

221

Piso 2

1

9

Piso 2

2

10

Piso 2

3

19

Piso 2

4

30

Piso 2

5

31

Piso 2

6

40

Piso 2

7

51

Piso 2

8

52

Piso 2

9

61

Piso 2

10

72

Piso 2

11

73

Piso 2

12

82

Piso 2

13

93

Piso 2

14

94

Piso 2

15

103

Piso 2

16

114

Page 14 of 47

Diaphra gm From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area

Restrai nts

Assignments

31/01/2016 Story

Label

Unique Name

Piso 2

17

115

Piso 2

18

124

Piso 2

19

135

Piso 2

20

136

Piso 2

21

149

Piso 2

22

150

Piso 2

23

159

Piso 2

24

166

Piso 2

25

173

Piso 2

26

180

Piso 2

27

187

Piso 2

28

194

Piso 2

29

201

Piso 2

30

208

Piso 2

31

215

Piso 2

32

222

Piso 1

1

11

Piso 1

2

12

Piso 1

3

20

Piso 1

4

32

Piso 1

5

33

Piso 1

6

41

Piso 1

7

53

Piso 1

8

54

Piso 1

9

62

Piso 1

10

74

Piso 1

11

75

Piso 1

12

83

Piso 1

13

95

Piso 1

14

96

Piso 1

15

104

Piso 1

16

116

Piso 1

17

117

Piso 1

18

125

Piso 1

19

137

Piso 1

20

138

Piso 1

21

151

Page 15 of 47

Diaphra gm From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area

Restrai nts

Assignments

31/01/2016 Story

Label

Unique Name

Piso 1

22

152

Piso 1

23

160

Piso 1

24

167

Piso 1

25

174

Piso 1

26

181

Piso 1

27

188

Piso 1

28

195

Piso 1

29

202

Piso 1

30

209

Piso 1

31

216

Piso 1

32

223

Base

1

13

Base

2

14

Base

3

21

Base

4

34

Base

5

35

Base

6

42

Base

7

55

Base

8

56

Base

9

63

Base

10

76

Base

11

77

Base

12

84

Base

13

97

Base

14

98

Base

15

105

Base

16

118

Base

17

119

Base

18

126

Base

19

139

Base

20

140

Base

21

153

Base

22

154

Base

23

161

Base

24

168

Base

25

175

Base

26

182

Page 16 of 47

Diaphra gm From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area

Restrai nts

UX; UY; UZ UX; UY; UZ UX; UY; UZ UX; UY; UZ UX; UY; UZ UX; UY; UZ UX; UY; UZ UX; UY; UZ UX; UY; UZ UX; UY; UZ UX; UY; UZ UX; UY; UZ UX; UY; UZ UX; UY; UZ UX; UY; UZ UX; UY; UZ UX; UY; UZ UX; UY; UZ UX; UY; UZ UX; UY; UZ UX; UY; UZ UX; UY; UZ UX; UY; UZ UX; UY; UZ UX; UY; UZ; RX; RY; RZ UX; UY; UZ; RX;

Assignments

31/01/2016 Story

Label

Unique Name

Diaphra gm

Base

27

189

From Area

Base

28

196

From Area

Base

29

203

From Area

Base

30

210

From Area

Base

31

217

From Area

Base

32

224

From Area

Restrai nts RY; RZ UX; UY; UZ; RX; RY; RZ UX; UY; UZ; RX; RY; RZ UX; UY; UZ; RX; RY; RZ UX; UY; UZ; RX; RY; RZ UX; UY; UZ; RX; RY; RZ UX; UY; UZ; RX; RY; RZ

3.2 Frame Assignments Table 3.2 - Frame Assignments - Summary Design Type

Length mm

Analysi s Section

Design Section

Max Station Spacin g mm

Min Number Station s

Story

Label

Unique Name

Techo

C1

1

Column

3500

C-50x50

N/A

3

Techo

C2

7

Column

3500

C-50x50

N/A

3

Techo

C3

13

Column

3500

C-50x50

N/A

3

Techo

C4

19

Column

3500

C-50x50

N/A

3

Techo

C5

25

Column

3500

C-50x50

N/A

3

Techo

C6

31

Column

3500

C-50x50

N/A

3

Techo

C7

37

Column

3500

C-50x50

N/A

3

Techo

C8

43

Column

3500

C-50x50

N/A

3

Piso 5

C1

2

Column

3500

C-50x50

N/A

3

Piso 5

C2

8

Column

3500

C-50x50

N/A

3

Piso 5

C3

14

Column

3500

C-50x50

N/A

3

Piso 5

C4

20

Column

3500

C-50x50

N/A

3

Piso 5

C5

26

Column

3500

C-50x50

N/A

3

Piso 5

C6

32

Column

3500

C-50x50

N/A

3

Piso 5

C7

38

Column

3500

C-50x50

N/A

3

Piso 5

C8

44

Column

3500

C-50x50

N/A

3

Piso 4

C1

3

Column

3500

C-50x50

N/A

3

Piso 4

C2

9

Column

3500

C-50x50

N/A

3

Piso 4

C3

15

Column

3500

C-50x50

N/A

3

Piso 4

C4

21

Column

3500

C-50x50

N/A

3

Piso 4

C5

27

Column

3500

C-50x50

N/A

3

Piso 4

C6

33

Column

3500

C-50x50

N/A

3

Piso 4

C7

39

Column

3500

C-50x50

N/A

3

Piso 4

C8

45

Column

3500

C-50x50

N/A

3

Piso 3

C1

4

Column

3500

C-50x50

N/A

3

Piso 3

C2

10

Column

3500

C-50x50

N/A

3

Piso 3

C3

16

Column

3500

C-50x50

N/A

3

Piso 3

C4

22

Column

3500

C-50x50

N/A

3

Piso 3

C5

28

Column

3500

C-50x50

N/A

3

Piso 3

C6

34

Column

3500

C-50x50

N/A

3

Piso 3

C7

40

Column

3500

C-50x50

N/A

3

Piso 3

C8

46

Column

3500

C-50x50

N/A

3

Piso 2

C1

5

Column

3500

C-50x50

N/A

3

Piso 2

C2

11

Column

3500

C-50x50

N/A

3

Page 17 of 47

Assignments

31/01/2016

Design Type

Length mm

Analysi s Section

Design Section

Max Station Spacin g mm

Min Number Station s

Story

Label

Unique Name

Piso 2

C3

17

Column

3500

C-50x50

N/A

3

Piso 2

C4

23

Column

3500

C-50x50

N/A

3

Piso 2

C5

29

Column

3500

C-50x50

N/A

3

Piso 2

C6

35

Column

3500

C-50x50

N/A

3

Piso 2

C7

41

Column

3500

C-50x50

N/A

3

Piso 2

C8

47

Column

3500

C-50x50

N/A

3

Piso 1

C1

6

Column

5000

C-50x50

N/A

3

Piso 1

C2

12

Column

5000

C-50x50

N/A

3

Piso 1

C3

18

Column

5000

C-50x50

N/A

3

Piso 1

C4

24

Column

5000

C-50x50

N/A

3

Piso 1

C5

30

Column

5000

C-50x50

N/A

3

Piso 1

C6

36

Column

5000

C-50x50

N/A

3

Piso 1

C7

42

Column

5000

C-50x50

N/A

3

Piso 1

C8

48

Column

5000

C-50x50

N/A

Techo

B1

49

Beam

4000

V-30x60

N/A

500

Techo

B2

55

Beam

6000

V-30x60

N/A

500

Techo

B3

61

Beam

4000

V-30x60

N/A

500

Techo

B4

67

Beam

4000

V-30x60

N/A

500

Techo

B5

73

Beam

6000

V-30x60

N/A

500

Techo

B6

79

Beam

4000

V-30x60

N/A

500

Techo

B7

85

Beam

4000

V-30x60

N/A

500

Techo

B8

91

Beam

6000

V-30x60

N/A

500

Techo

B9

97

Beam

4000

V-30x60

N/A

500

Techo

B10

103

Beam

4000

V-30x60

N/A

500

Techo

B11

109

Beam

6000

V-30x60

N/A

500

Techo

B12

115

Beam

4000

V-30x60

N/A

500

Techo

B13

121

Beam

4000

V-30x60

N/A

500

Techo

B14

127

Beam

6000

V-30x60

N/A

500

Techo

B15

133

Beam

4000

V-30x60

N/A

500

Techo

B16

139

Beam

4000

V-30x60

N/A

500

Techo

B18

151

Beam

4000

V-30x60

N/A

500

Techo

B19

157

Beam

4000

V-30x60

N/A

500

Techo

B20

163

Beam

6000

V-30x60

N/A

500

Techo

B21

169

Beam

4000

V-30x60

N/A

500

Techo

B22

175

Beam

4000

V-30x60

N/A

500

Techo

B23

181

Beam

6000

V-30x60

N/A

500

Techo

B24

187

Beam

4000

V-30x60

N/A

500

Techo

B17

145

Beam

6000

V-30x60

N/A

500

Piso 5

B1

50

Beam

4000

V-30x60

N/A

500

Piso 5

B2

56

Beam

6000

V-30x60

N/A

500

Piso 5

B3

62

Beam

4000

V-30x60

N/A

500

Piso 5

B4

68

Beam

4000

V-30x60

N/A

500

Piso 5

B5

74

Beam

6000

V-30x60

N/A

500

Piso 5

B6

80

Beam

4000

V-30x60

N/A

500

Piso 5

B7

86

Beam

4000

V-30x60

N/A

500

Piso 5

B8

92

Beam

6000

V-30x60

N/A

500

Piso 5

B9

98

Beam

4000

V-30x60

N/A

500

Piso 5

B10

104

Beam

4000

V-30x60

N/A

500

Piso 5

B11

110

Beam

6000

V-30x60

N/A

500

Piso 5

B12

116

Beam

4000

V-30x60

N/A

500

Piso 5

B13

122

Beam

4000

V-30x60

N/A

500

Piso 5

B14

128

Beam

6000

V-30x60

N/A

500

Piso 5

B15

134

Beam

4000

V-30x60

N/A

500

Piso 5

B16

140

Beam

4000

V-30x60

N/A

500

Page 18 of 47

3

Assignments

31/01/2016

Design Type

Length mm

Analysi s Section

Design Section

Max Station Spacin g mm

Story

Label

Unique Name

Piso 5

B18

152

Beam

4000

V-30x60

N/A

500

Piso 5

B19

158

Beam

4000

V-30x60

N/A

500

Piso 5

B20

164

Beam

6000

V-30x60

N/A

500

Piso 5

B21

170

Beam

4000

V-30x60

N/A

500

Piso 5

B22

176

Beam

4000

V-30x60

N/A

500

Piso 5

B23

182

Beam

6000

V-30x60

N/A

500

Piso 5

B24

188

Beam

4000

V-30x60

N/A

500

Piso 5

B17

146

Beam

6000

V-30x60

N/A

500

Piso 4

B1

51

Beam

4000

V-30x60

N/A

500

Piso 4

B2

57

Beam

6000

V-30x60

N/A

500

Piso 4

B3

63

Beam

4000

V-30x60

N/A

500

Piso 4

B4

69

Beam

4000

V-30x60

N/A

500

Piso 4

B5

75

Beam

6000

V-30x60

N/A

500

Piso 4

B6

81

Beam

4000

V-30x60

N/A

500

Piso 4

B7

87

Beam

4000

V-30x60

N/A

500

Piso 4

B8

93

Beam

6000

V-30x60

N/A

500

Piso 4

B9

99

Beam

4000

V-30x60

N/A

500

Piso 4

B10

105

Beam

4000

V-30x60

N/A

500

Piso 4

B11

111

Beam

6000

V-30x60

N/A

500

Piso 4

B12

117

Beam

4000

V-30x60

N/A

500

Piso 4

B13

123

Beam

4000

V-30x60

N/A

500

Piso 4

B14

129

Beam

6000

V-30x60

N/A

500

Piso 4

B15

135

Beam

4000

V-30x60

N/A

500

Piso 4

B16

141

Beam

4000

V-30x60

N/A

500

Piso 4

B18

153

Beam

4000

V-30x60

N/A

500

Piso 4

B19

159

Beam

4000

V-30x60

N/A

500

Piso 4

B20

165

Beam

6000

V-30x60

N/A

500

Piso 4

B21

171

Beam

4000

V-30x60

N/A

500

Piso 4

B22

177

Beam

4000

V-30x60

N/A

500

Piso 4

B23

183

Beam

6000

V-30x60

N/A

500

Piso 4

B24

189

Beam

4000

V-30x60

N/A

500

Piso 4

B17

147

Beam

6000

V-30x60

N/A

500

Piso 3

B1

52

Beam

4000

V-30x60

N/A

500

Piso 3

B2

58

Beam

6000

V-30x60

N/A

500

Piso 3

B3

64

Beam

4000

V-30x60

N/A

500

Piso 3

B4

70

Beam

4000

V-30x60

N/A

500

Piso 3

B5

76

Beam

6000

V-30x60

N/A

500

Piso 3

B6

82

Beam

4000

V-30x60

N/A

500

Piso 3

B7

88

Beam

4000

V-30x60

N/A

500

Piso 3

B8

94

Beam

6000

V-30x60

N/A

500

Piso 3

B9

100

Beam

4000

V-30x60

N/A

500

Piso 3

B10

106

Beam

4000

V-30x60

N/A

500

Piso 3

B11

112

Beam

6000

V-30x60

N/A

500

Piso 3

B12

118

Beam

4000

V-30x60

N/A

500

Piso 3

B13

124

Beam

4000

V-30x60

N/A

500

Piso 3

B14

130

Beam

6000

V-30x60

N/A

500

Piso 3

B15

136

Beam

4000

V-30x60

N/A

500

Piso 3

B16

142

Beam

4000

V-30x60

N/A

500

Piso 3

B18

154

Beam

4000

V-30x60

N/A

500

Piso 3

B19

160

Beam

4000

V-30x60

N/A

500

Piso 3

B20

166

Beam

6000

V-30x60

N/A

500

Piso 3

B21

172

Beam

4000

V-30x60

N/A

500

Piso 3

B22

178

Beam

4000

V-30x60

N/A

500

Piso 3

B23

184

Beam

6000

V-30x60

N/A

500

Page 19 of 47

Min Number Station s

Assignments

31/01/2016

Design Type

Length mm

Analysi s Section

Design Section

Max Station Spacin g mm

Story

Label

Unique Name

Piso 3

B24

190

Beam

4000

V-30x60

N/A

500

Piso 3

B17

148

Beam

6000

V-30x60

N/A

500

Piso 2

B1

53

Beam

4000

V-30x60

N/A

500

Piso 2

B2

59

Beam

6000

V-30x60

N/A

500

Piso 2

B3

65

Beam

4000

V-30x60

N/A

500

Piso 2

B4

71

Beam

4000

V-30x60

N/A

500

Piso 2

B5

77

Beam

6000

V-30x60

N/A

500

Piso 2

B6

83

Beam

4000

V-30x60

N/A

500

Piso 2

B7

89

Beam

4000

V-30x60

N/A

500

Piso 2

B8

95

Beam

6000

V-30x60

N/A

500

Piso 2

B9

101

Beam

4000

V-30x60

N/A

500

Piso 2

B10

107

Beam

4000

V-30x60

N/A

500

Piso 2

B11

113

Beam

6000

V-30x60

N/A

500

Piso 2

B12

119

Beam

4000

V-30x60

N/A

500

Piso 2

B13

125

Beam

4000

V-30x60

N/A

500

Piso 2

B14

131

Beam

6000

V-30x60

N/A

500

Piso 2

B15

137

Beam

4000

V-30x60

N/A

500

Piso 2

B16

143

Beam

4000

V-30x60

N/A

500

Piso 2

B18

155

Beam

4000

V-30x60

N/A

500

Piso 2

B19

161

Beam

4000

V-30x60

N/A

500

Piso 2

B20

167

Beam

6000

V-30x60

N/A

500

Piso 2

B21

173

Beam

4000

V-30x60

N/A

500

Piso 2

B22

179

Beam

4000

V-30x60

N/A

500

Piso 2

B23

185

Beam

6000

V-30x60

N/A

500

Piso 2

B24

191

Beam

4000

V-30x60

N/A

500

Piso 2

B17

149

Beam

6000

V-30x60

N/A

500

Piso 1

B1

54

Beam

4000

V-30x60

N/A

500

Piso 1

B2

60

Beam

6000

V-30x60

N/A

500

Piso 1

B3

66

Beam

4000

V-30x60

N/A

500

Piso 1

B4

72

Beam

4000

V-30x60

N/A

500

Piso 1

B5

78

Beam

6000

V-30x60

N/A

500

Piso 1

B6

84

Beam

4000

V-30x60

N/A

500

Piso 1

B7

90

Beam

4000

V-30x60

N/A

500

Piso 1

B8

96

Beam

6000

V-30x60

N/A

500

Piso 1

B9

102

Beam

4000

V-30x60

N/A

500

Piso 1

B10

108

Beam

4000

V-30x60

N/A

500

Piso 1

B11

114

Beam

6000

V-30x60

N/A

500

Piso 1

B12

120

Beam

4000

V-30x60

N/A

500

Piso 1

B13

126

Beam

4000

V-30x60

N/A

500

Piso 1

B14

132

Beam

6000

V-30x60

N/A

500

Piso 1

B15

138

Beam

4000

V-30x60

N/A

500

Piso 1

B16

144

Beam

4000

V-30x60

N/A

500

Piso 1

B18

156

Beam

4000

V-30x60

N/A

500

Piso 1

B19

162

Beam

4000

V-30x60

N/A

500

Piso 1

B20

168

Beam

6000

V-30x60

N/A

500

Piso 1

B21

174

Beam

4000

V-30x60

N/A

500

Piso 1

B22

180

Beam

4000

V-30x60

N/A

500

Piso 1

B23

186

Beam

6000

V-30x60

N/A

500

Piso 1

B24

192

Beam

4000

V-30x60

N/A

500

Piso 1

B17

150

Beam

6000

V-30x60

N/A

500

3.3 Shell Assignments Table 3.3 - Shell Assignments - Summary

Page 20 of 47

Min Number Station s

Assignments

31/01/2016 Story

Label

Unique Name

Techo

W1

1

Techo

W2

7

Techo

W3

13

Techo

W4

19

Techo

W5

25

Techo

W6

31

Techo

W7

37

Techo

W8

43

Techo

W9

49

Techo

W10

55

Techo

W11

61

Techo

W12

67

Techo

W13

73

Techo

W14

79

Techo

W15

85

Techo

W16

91

Piso 5

W1

2

Piso 5

W2

8

Piso 5

W3

14

Piso 5

W4

20

Piso 5

W5

26

Piso 5

W6

32

Piso 5

W7

38

Piso 5

W8

44

Piso 5

W9

50

Piso 5

W10

56

Piso 5

W11

62

Piso 5

W12

68

Piso 5

W13

74

Piso 5

W14

80

Piso 5

W15

86

Piso 5

W16

92

Piso 4

W1

3

Piso 4

W2

9

Piso 4

W3

15

Piso 4

W4

21

Piso 4

W5

27

Page 21 of 47

Section Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm

Diaphra gm

Assignments

31/01/2016 Story

Label

Unique Name

Piso 4

W6

33

Piso 4

W7

39

Piso 4

W8

45

Piso 4

W9

51

Piso 4

W10

57

Piso 4

W11

63

Piso 4

W12

69

Piso 4

W13

75

Piso 4

W14

81

Piso 4

W15

87

Piso 4

W16

93

Piso 3

W1

4

Piso 3

W2

10

Piso 3

W3

16

Piso 3

W4

22

Piso 3

W5

28

Piso 3

W6

34

Piso 3

W7

40

Piso 3

W8

46

Piso 3

W9

52

Piso 3

W10

58

Piso 3

W11

64

Piso 3

W12

70

Piso 3

W13

76

Piso 3

W14

82

Piso 3

W15

88

Piso 3

W16

94

Piso 2

W1

5

Piso 2

W2

11

Piso 2

W3

17

Piso 2

W4

23

Piso 2

W5

29

Piso 2

W6

35

Piso 2

W7

41

Piso 2

W8

47

Piso 2

W9

53

Piso 2

W10

59

Page 22 of 47

Section Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm

Diaphra gm

Assignments

31/01/2016 Story

Label

Unique Name

Piso 2

W11

65

Piso 2

W12

71

Piso 2

W13

77

Piso 2

W14

83

Piso 2

W15

89

Piso 2

W16

95

Piso 1

W1

6

Piso 1

W2

12

Piso 1

W3

18

Piso 1

W4

24

Piso 1

W5

30

Piso 1

W6

36

Piso 1

W7

42

Piso 1

W8

48

Piso 1

W9

54

Piso 1

W10

60

Piso 1

W11

66

Piso 1

W12

72

Piso 1

W13

78

Piso 1

W14

84

Piso 1

W15

90

Piso 1

W16

96

Techo

F1

Techo

F2

Techo

Section

Diaphra gm

99

Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Muro 30 cm Alig 2Dir

D1

105

Alig 2Dir

D1

F3

111

Alig 2Dir

D1

Techo

F4

117

D1

Techo

F5

123

Techo

F6

129

Techo

F7

135

Techo

F12

168

Piso 5

F1

100

Alig 2Dir Alig 1Dir A Alig 1Dir A Alig 1Dir B Alig 1Dir B Alig 2Dir

Piso 5

F2

106

Alig 2Dir

D1

Piso 5

F3

112

Alig 2Dir

D1

Piso 5

F4

118

D1

Piso 5

F5

124

Piso 5

F6

130

Piso 5

F7

136

Piso 5

F12

169

Piso 4

F1

101

Alig 2Dir Alig 1Dir A Alig 1Dir A Alig 1Dir B Alig 1Dir B Alig 2Dir

Piso 4

F2

107

Alig 2Dir

D1

Piso 4

F3

113

Alig 2Dir

D1

Page 23 of 47

D1 D1 D1 D1 D1

D1 D1 D1 D1 D1

Assignments

31/01/2016 Unique Name

Story

Label

Piso 4

F4

119

Piso 4

F5

125

Piso 4

F6

131

Piso 4

F7

137

Piso 4

F12

170

Piso 3

F1

Piso 3

F2

Piso 3

Section

Diaphra gm D1

102

Alig 2Dir Alig 1Dir A Alig 1Dir A Alig 1Dir B Alig 1Dir B Alig 2Dir

108

Alig 2Dir

D1

F3

114

Alig 2Dir

D1

Piso 3

F4

120

D1

Piso 3

F5

126

Piso 3

F6

132

Piso 3

F7

138

Piso 3

F12

171

Piso 2

F1

103

Alig 2Dir Alig 1Dir A Alig 1Dir A Alig 1Dir B Alig 1Dir B Alig 2Dir

Piso 2

F2

109

Alig 2Dir

D1

Piso 2

F3

115

Alig 2Dir

D1

Piso 2

F4

121

D1

Piso 2

F5

127

Piso 2

F6

133

Piso 2

F7

139

Piso 2

F12

172

Piso 1

F1

104

Alig 2Dir Alig 1Dir A Alig 1Dir A Alig 1Dir B Alig 1Dir B Alig 2Dir

Piso 1

F2

110

Alig 2Dir

D1

Piso 1

F3

116

Alig 2Dir

D1

Piso 1

F4

122

D1

Piso 1

F5

128

Piso 1

F6

134

Piso 1

F7

140

Piso 1

F12

173

Alig 2Dir Alig 1Dir A Alig 1Dir A Alig 1Dir B Alig 1Dir B

Page 24 of 47

D1 D1 D1 D1 D1

D1 D1 D1 D1 D1

D1 D1 D1 D1 D1

D1 D1 D1 D1

31/01/2016 4 Loads This chapter provides loading information as applied to the model. 4.1 Load Patterns Table 4.1 - Load Patterns Self Weight Auto Name Type Multipli Load er Peso propio Live Up

Dead

1

Roof Live Reducibl e Live Superimp osed Dead

0

Sismo x

Seismic

0

Sismo Y

Seismic

0

Live CM

0 0

4.2 Auto Seismic Loading

Page 25 of 47

User Coefficie nt User Coefficie nt

31/01/2016 User Coefficient Auto Seismic Load Calculation This calculation presents the automatically generated lateral seismic loads for load pattern Sismo x 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 Directio n

Period Used (sec)

X + Ecc. Y

0

W

V

(tonf)

(tonf)

3670.272

800.1958

C 0

Applied Story Forces

Page 26 of 47

31/01/2016

Story

Elevation

X-Dir

Y-Dir

m

tonf

tonf

Techo

22.5

Piso 5

19

Piso 4

15.5

Piso 3

12

Piso 2

8.5

Piso 1

5

Base

0

131.52 26 210.72 68 171.90 87 133.09 06 94.272 5 58.674 6 0

0 0 0 0 0 0 0

Page 27 of 47

31/01/2016 User Coefficient Auto Seismic Load Calculation This calculation presents the automatically generated lateral seismic loads for load pattern Sismo Y 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 Directio n

Period Used (sec)

Y + Ecc. X

0

W

V

(tonf)

(tonf)

3670.272

800.1958

C 0

Applied Story Forces

Page 28 of 47

31/01/2016

Story

Elevation

X-Dir

m

tonf

Techo

22.5

0

Piso 5

19

0

Piso 4

15.5

0

Piso 3

12

0

Piso 2

8.5

0

Piso 1

5

0

Base

0

0

Page 29 of 47

Y-Dir tonf 131.52 26 210.72 68 171.90 87 133.09 06 94.272 5 58.674 6 0

Loads

31/01/2016

4.3 Applied Loads 4.3.1 Area Loads Table 4.4 - Shell Loads - Uniform Unique Load Directio Name Pattern n

Story

Label

Piso 5

F1

100

Piso 5

F2

106

Piso 5

F3

112

Piso 5

F4

118

Piso 5

F5

124

Piso 5

F6

130

Piso 5

F7

136

Piso 5

F12

169

Piso 4

F1

101

Piso 4

F2

107

Piso 4

F3

113

Piso 4

F4

119

Piso 4

F5

125

Piso 4

F6

131

Piso 4

F7

137

Piso 4

F12

170

Piso 3

F1

102

Piso 3

F2

108

Piso 3

F3

114

Piso 3

F4

120

Piso 3

F5

126

Piso 3

F6

132

Piso 3

F7

138

Piso 3

F12

171

Piso 2

F1

103

Piso 2

F2

109

Piso 2

F3

115

Piso 2

F4

121

Piso 2

F5

127

Piso 2

F6

133

Piso 2

F7

139

Piso 2

F12

172

Piso 1

F1

104

Piso 1

F2

110

Piso 1

F3

116

Peso propio Peso propio Peso propio Peso propio Peso propio Peso propio Peso propio Peso propio Peso propio Peso propio Peso propio Peso propio Peso propio Peso propio Peso propio Peso propio Peso propio Peso propio Peso propio Peso propio Peso propio Peso propio Peso propio Peso propio Peso propio Peso propio Peso propio Peso propio Peso propio Peso propio Peso propio Peso propio Peso propio Peso propio Peso

Page 30 of 47

Load kgf/m²

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Loads

31/01/2016 Story

Label

Unique Name

Load Pattern

Directio n

Load kgf/m²

Piso 1

F4

122

Piso 1

F5

128

Piso 1

F6

134

Piso 1

F7

140

Piso 1

F12

173

Techo

F1

99

propio Peso propio Peso propio Peso propio Peso propio Peso propio Live Up

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Gravity

500

Techo

F2

105

Live Up

Gravity

100

Gravity

Techo

F3

111

100

Live Up

Gravity

Techo

F4

100

117

Live Up

Gravity

Techo

100

F5

123

Live Up

Gravity

100

Techo

F6

129

Live Up

Gravity

100

Techo

F7

135

Live Up

Gravity

100

Techo

F12

168

Live Up

Gravity

100

Piso 5

F1

100

Live

Gravity

500

Piso 5

F2

106

Live

Gravity

500

Piso 5

F3

112

Live

Gravity

500

Piso 5

F4

118

Live

Gravity

500

Piso 5

F5

124

Live

Gravity

500

Piso 5

F6

130

Live

Gravity

500

Piso 5

F7

136

Live

Gravity

500

Piso 5

F12

169

Live

Gravity

500

Piso 4

F1

101

Live

Gravity

500

Piso 4

F2

107

Live

Gravity

500

Piso 4

F3

113

Live

Gravity

500

Piso 4

F4

119

Live

Gravity

500

Piso 4

F5

125

Live

Gravity

500

Piso 4

F6

131

Live

Gravity

500

Piso 4

F7

137

Live

Gravity

500

Piso 4

F12

170

Live

Gravity

500

Piso 3

F1

102

Live

Gravity

500

Piso 3

F2

108

Live

Gravity

500

Piso 3

F3

114

Live

Gravity

500

Piso 3

F4

120

Live

Gravity

500

Piso 3

F5

126

Live

Gravity

500

Piso 3

F6

132

Live

Gravity

500

Piso 3

F7

138

Live

Gravity

500

Piso 3

F12

171

Live

Gravity

500

Piso 2

F1

103

Live

Gravity

500

Piso 2

F2

109

Live

Gravity

500

Piso 2

F3

115

Live

Gravity

500

Piso 2

F4

121

Live

Gravity

500

Piso 2

F5

127

Live

Gravity

500

Piso 2

F6

133

Live

Gravity

500

Piso 2

F7

139

Live

Gravity

500

Piso 2

F12

172

Live

Gravity

500

Piso 1

F1

104

Live

Gravity

500

Piso 1

F2

110

Live

Gravity

500

Piso 1

F3

116

Live

Gravity

500

Piso 1

F4

122

Live

Gravity

500

Piso 1

F5

128

Live

Gravity

500

Piso 1

F6

134

Live

Gravity

500

Piso 1

F7

140

Live

Gravity

500

Piso 1

F12

173

Live

Gravity

500

Page 31 of 47

Loads

31/01/2016 Unique Name

Load Pattern

Directio n

Load kgf/m²

F1

99

CM

Gravity

100

F2

105

CM

Gravity

100

Techo

F3

111

CM

Gravity

100

Techo

F4

117

CM

Gravity

100

Techo

F5

123

CM

Gravity

100

Techo

F6

129

CM

Gravity

100

Techo

F7

135

CM

Gravity

100

Techo

F12

168

CM

Gravity

100

Piso 5

F1

100

CM

Gravity

370

Piso 5

F2

106

CM

Gravity

370

Piso 5

F3

112

CM

Gravity

370

Piso 5

F4

118

CM

Gravity

370

Piso 5

F5

124

CM

Gravity

370

Piso 5

F6

130

CM

Gravity

370

Piso 5

F7

136

CM

Gravity

370

Piso 5

F12

169

CM

Gravity

370

Piso 4

F1

101

CM

Gravity

370

Piso 4

F2

107

CM

Gravity

370

Piso 4

F3

113

CM

Gravity

370

Piso 4

F4

119

CM

Gravity

370

Piso 4

F5

125

CM

Gravity

370

Piso 4

F6

131

CM

Gravity

370

Piso 4

F7

137

CM

Gravity

370

Piso 4

F12

170

CM

Gravity

370

Piso 3

F1

102

CM

Gravity

370

Piso 3

F2

108

CM

Gravity

370

Piso 3

F3

114

CM

Gravity

370

Piso 3

F4

120

CM

Gravity

370

Piso 3

F5

126

CM

Gravity

370

Piso 3

F6

132

CM

Gravity

370

Piso 3

F7

138

CM

Gravity

370

Piso 3

F12

171

CM

Gravity

370

Piso 2

F1

103

CM

Gravity

370

Piso 2

F2

109

CM

Gravity

370

Piso 2

F3

115

CM

Gravity

370

Piso 2

F4

121

CM

Gravity

370

Piso 2

F5

127

CM

Gravity

370

Piso 2

F6

133

CM

Gravity

370

Piso 2

F7

139

CM

Gravity

370

Piso 2

F12

172

CM

Gravity

370

Piso 1

F1

104

CM

Gravity

370

Piso 1

F2

110

CM

Gravity

370

Piso 1

F3

116

CM

Gravity

370

Piso 1

F4

122

CM

Gravity

370

Piso 1

F5

128

CM

Gravity

370

Piso 1

F6

134

CM

Gravity

370

Piso 1

F7

140

CM

Gravity

370

Piso 1

F12

173

CM

Gravity

370

Story

Label

Techo Techo

4.4 Load Cases Table 4.5 - Load Cases - Summary Name Type Peso Propio Live

Linear Static Linear Static

Page 32 of 47

Loads

31/01/2016 Name Live1 CM Sismo x Sismo Y

Type Linear Static Linear Static Linear Static Linear Static

Page 33 of 47

Analysis Results

31/01/2016

5 Analysis Results This chapter provides analysis results. 5.1 Structure Results Table 5.1 - Base Reactions Load Case/C ombo

FX tonf

FY tonf

FZ tonf

MX tonf-m

Peso Propio

0

0

3472.672

38199.39 2

MY tonf-m

MZ tonf-m

X m

Y m

Z m

0

0

0

0

Live

0

0

44.8

492.8

38199.39 2 -492.8

0

0

0

0

Live1

0

0

1120

12320

-12320

0

0

0

0

CM

0

0

873.6

9609.6

0

0

0

0

Sismo x

800.1958

0

0

0

-9609.6 12319.42 87

9682.368 7

0

0

0

Sismo Y

0

800.1958

0

12319.42 87

9682.368 7

0

0

0

Story

Diaphr agm

Mass X kg

0

Table 5.2 - Centers of Mass and Rigidity Cumul Cumul Mass Y XCM YCM ative X ative Y kg m m kg kg

XCCM m

YCCM m

XCR m

YCR m

Techo

D1

346352

346352

11

11

346352

346352

11

11

11

11

Piso 5

D1

657152

657152

11

11

1003504

1003504

11

11

11

11

Piso 4

D1

657152

657152

11

11

1660656

1660656

11

11

11

11

Piso 3

D1

657152

657152

11

11

2317808

2317808

11

11

11

11

Piso 2

D1

657152

657152

11

11

2974960

2974960

11

11

11

11

Piso 1

D1

695312

695312

11

11

3670272

3670272

11

11

11

11

Table 5.3 - Diaphragm Center of Mass Displacements Story

Diaph ragm

Load Case/ Comb o

Techo

D1

Peso Propio

1.717E09

Techo

D1

Live

-4.04E11

Techo

D1

Live1

Techo

D1

CM

Techo

D1

Sismo x

15.039 1

5.896E12

Techo

D1

Sismo Y

Piso 5

D1

Peso Propio

Piso 5

D1

Live

Piso 5

D1

Live1

Piso 5

D1

CM

5.634E12 1.333E09 -2.78E11 7.682E10 5.963E10

15.039 1 1.333E09 -2.78E11 7.681E10 5.962E10

Piso 5

D1

Sismo x

12.254 1

4.693E12

UX mm

UY mm

9.803E10 7.658E10

1.716E09 4.039E11 9.801E10 7.657E10

UZ mm

RX rad

RY rad

RZ rad

Point

X m

Y m

Z m

0

0

0

0

225

11

11

22.5

0

0

0

0

225

11

11

22.5

0

0

0

0

225

11

11

22.5

0

0

0

0

225

11

11

22.5

0

0

0

225

11

11

22.5

0

0

0

225

11

11

22.5

0

0

0

0

226

11

11

19

0

0

0

0

226

11

11

19

0

0

0

0

226

11

11

19

0

0

0

0

226

11

11

19

0

0

0

0.0001 21

226

11

11

19

Page 34 of 47

0.0001 47 0.0001 47

Analysis Results

31/01/2016

Story

Diaph ragm

Load Case/ Comb o

Piso 5

D1

Sismo Y

Piso 4

D1

Peso Propio

Piso 4

D1

Live

Piso 4

D1

Live1

Piso 4

D1

CM

Piso 4

D1

Piso 4

D1

Sismo x Sismo Y

Piso 3

D1

Peso Propio

Piso 3

D1

Live

Piso 3

D1

Live1

Piso 3

D1

CM

Piso 3

D1

Sismo x Sismo Y

Piso 3

D1

Piso 2

D1

Peso Propio

Piso 2

D1

Live

Piso 2

D1

Live1

Piso 2

D1

CM

Piso 2

D1

Piso 2

D1

Sismo x Sismo Y

Piso 1

D1

Peso Propio

Piso 1

D1

Live

Piso 1

D1

Live1

Piso 1

D1

CM

Piso 1

D1

Piso 1

D1

Sismo x Sismo Y

UX mm

UY mm

4.483E12 9.587E10 1.824E11 5.557E10 4.294E10

12.254 1 9.584E10 1.824E11 5.555E10 4.293E10 3.483E12

9.3669 3.323E12 6.166E10 1.081E11 3.591E10 2.766E10 6.4844 2.224E12 3.284E10 5.393E12 1.919E10 1.474E10 3.8008

9.3669 6.164E10 1.081E11 3.591E10 2.765E10 2.329E12 6.4844 3.282E10 5.391E12 1.919E10 1.474E10 1.315E12

UZ mm

RX rad

RY rad

RZ rad

Point

X m

Y m

Z m

0

0

0

0.0001 21

226

11

11

19

0

0

0

0

227

11

11

15.5

0

0

0

0

227

11

11

15.5

0

0

0

0

227

11

11

15.5

0

0

0

0

227

11

11

15.5

0

0

0

-9.3E05

227

11

11

15.5

0

0

0

9.3E-05

227

11

11

15.5

0

0

0

0

228

11

11

12

0

0

0

0

228

11

11

12

0

0

0

0

228

11

11

12

0

0

0

0

228

11

11

12

0

0

0

-6.5E05

228

11

11

12

0

0

0

6.5E-05

228

11

11

12

0

0

0

0

229

11

11

8.5

0

0

0

0

229

11

11

8.5

0

0

0

0

229

11

11

8.5

0

0

0

0

229

11

11

8.5

0

0

0

-3.8E05

229

11

11

8.5

0

0

0

3.8E-05

229

11

11

8.5

0

0

0

0

230

11

11

5

0

0

0

0

230

11

11

5

0

0

0

0

230

11

11

5

0

0

0

0

230

11

11

5

1.258E12 1.162E10 1.876E12 6.795E11 5.216E11

1.161E10 1.875E12 6.793E11 5.214E11

1.5846

0

0

0

0

-1.6E05

230

11

11

5

0

1.5846

0

0

0

1.6E-05

230

11

11

5

3.8008

5.2 Story Results Table 5.4 - Story Max/Avg Displacements

Page 35 of 47

Analysis Results

31/01/2016

Story Techo Piso 5 Piso 4 Piso 3 Piso 2 Piso 1 Base

Load Case/C ombo Peso Propio Peso Propio Peso Propio Peso Propio Peso Propio Peso Propio Peso Propio

Directio n X X X X X X Y

Techo

Live

X

Piso 5

Live

X

Piso 4

Live

X

Piso 3

Live

X

Piso 2

Live

X

Piso 1

Live

X

Base

Live

Y

Techo

Live1

X

Piso 5

Live1

X

Piso 4

Live1

X

Piso 3

Live1

X

Piso 2

Live1

X

Maximu m mm

Averag e mm

1.718E09 1.334E09 6.168E10 3.285E10 1.162E10

1.717E09 1.333E09 9.587E10 6.166E10 3.284E10 1.162E10

0

0

9.59E-10

4.041E11 2.781E11 1.825E11 1.081E11 5.395E12 1.877E12 0 9.805E10 7.684E10 5.557E10 3.592E10 1.92E-10

Piso 1

Live1

X

Base

Live1

Y

6.797E11 0

Techo

CM

X

7.66E-10

Ratio 1.000323 1.000319 1.000311 1.000312 1.00034 1.000385

4.04E-11

1.000261

2.78E-11

1.000286

1.824E11 1.081E11 5.393E12 1.876E12 0 9.803E10 7.682E10 5.557E10 3.591E10 1.919E10 6.795E11 0 7.658E10 5.963E10 4.294E10 2.766E10 1.474E10 5.216E11 0

1.000299 1.000315 1.000353 1.000395

1.000178 1.000175 1.00017 1.00017 1.000186 1.000211

1.000183

Base

CM

Y

5.964E10 4.295E10 2.766E10 1.474E10 5.217E11 0

Techo

Sismo x

X

16.6547

15.0391

1.107431

Piso 5

Sismo x

X

13.5823

12.2541

1.108388

Piso 4

Sismo x

X

10.3918

9.3669

1.109413

Piso 3

Sismo x

X

7.1997

6.4844

1.110318

Piso 2

Sismo x

X

4.2219

3.8008

1.110792

Piso 1

Sismo x

X

1.7586

1.5846

1.109856

Piso 5

CM

X

Piso 4

CM

X

Piso 3

CM

X

Piso 2

CM

X

Piso 1

CM

X

1.000181 1.000176 1.000176 1.000193 1.000218

Base

Sismo x

Y

0

0

Techo

Sismo Y

Y

16.6547

15.0391

1.107431

Piso 5

Sismo Y

Y

13.5823

12.2541

1.108388

Piso 4

Sismo Y

Y

10.3918

9.3669

1.109413

Piso 3

Sismo Y

Y

7.1997

6.4844

1.110318

Piso 2

Sismo Y

Y

4.2219

3.8008

1.110792

Piso 1

Sismo Y

Y

1.7586

1.5846

1.109856

Base

Sismo Y

Y

0

0

Page 36 of 47

Analysis Results

31/01/2016

Table 5.5 - Story Drifts Story Techo Techo

Load Case/C ombo Peso Propio Peso Propio

Label 28 27

Techo

Live

28

Techo

Live

27

Techo

Live1

28

Techo

Live1

27

Techo

CM

28

Techo

CM

27

Techo

Sismo x

26

Techo

Sismo x

28

Techo

Sismo Y

28

Techo

Sismo Y

27

Piso 5 Piso 5

Peso Propio Peso Propio

28 27

Piso 5

Live

28

Piso 5

Live

27

Piso 5

Live1

28

Piso 5

Live1

27

Piso 5

CM

28

Piso 5

CM

27

Piso 5

Sismo x

26

Piso 5

Sismo x

28

Piso 5

Sismo Y

28

Piso 5

Sismo Y

27

Piso 4 Piso 4

Peso Propio Peso Propio

28 27

Piso 4

Live

28

Piso 4

Live

27

Piso 4

Live1

28

Piso 4

Live1

27

Piso 4

CM

28

Piso 4

CM

27

Piso 4

Sismo x

26

Piso 4

Sismo x

16

Piso 4

Sismo Y

28

Piso 4

Sismo Y

27

Item Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift

Drift

X m

Y m

Z m

0

0

0

22.5

0

22

0

22.5

0

0

0

22.5

0

22

0

22.5

0

0

0

22.5

0

22

0

22.5

0

0

0

22.5

0

22

0

22.5

0.000878

22

22

22.5

8.2E-05

0

0

22.5

8.2E-05

0

0

22.5

0.000878

22

0

22.5

0

0

0

19

0

22

0

19

0

0

0

19

0

22

0

19

0

0

0

19

0

22

0

19

0

0

0

19

0

22

0

19

0.000912

22

22

19

8.7E-05

0

0

19

8.7E-05

0

0

19

0.000912

22

0

19

0

0

0

15.5

0

22

0

15.5

0

0

0

15.5

0

22

0

15.5

0

0

0

15.5

0

22

0

15.5

0

0

0

15.5

0

22

0

15.5

0.000912

22

22

15.5

8.8E-05

0

8

15.5

8.8E-05

0

0

15.5

0.000912

22

0

15.5

Page 37 of 47

Analysis Results

31/01/2016

Story

Piso 3 Piso 3

Load Case/C ombo Peso Propio Peso Propio

Label

28 27

Piso 3

Live

28

Piso 3

Live

27

Piso 3

Live1

28

Piso 3

Live1

27

Piso 3

CM

28

Piso 3

CM

27

Piso 3

Sismo x

26

Piso 3

Sismo x

2

Piso 3

Sismo Y

28

Piso 3

Sismo Y

27

Piso 2 Piso 2

Peso Propio Peso Propio

28 27

Piso 2

Live

28

Piso 2

Live

27

Piso 2

Live1

28

Piso 2

Live1

27

Piso 2

CM

28

Piso 2

CM

27

Piso 2

Sismo x

26

Piso 2

Sismo x

28

Piso 2

Sismo Y

28

Piso 2

Sismo Y

27

Piso 1 Piso 1

Peso Propio Peso Propio

28 27

Piso 1

Live

28

Piso 1

Live

27

Piso 1

Live1

28

Piso 1

Live1

27

Piso 1

CM

28

Piso 1

CM

27

Piso 1

Sismo x

26

Piso 1

Sismo x

25

Piso 1

Sismo Y

28

Piso 1

Sismo Y

27

Item Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y Max Drift X Max Drift Y

Drift

X m

Y m

Z m

0

0

0

12

0

22

0

12

0

0

0

12

0

22

0

12

0

0

0

12

0

22

0

12

0

0

0

12

0

22

0

12

0.000851

22

22

12

8.4E-05

0

18

12

8.4E-05

0

0

12

0.000851

22

0

12

0

0

0

8.5

0

22

0

8.5

0

0

0

8.5

0

22

0

8.5

0

0

0

8.5

0

22

0

8.5

0

0

0

8.5

0

22

0

8.5

0.000704

22

22

8.5

7.1E-05

0

0

8.5

7.1E-05

0

0

8.5

0.000704

22

0

8.5

0

0

0

5

0

22

0

5

0

0

0

5

0

22

0

5

0

0

0

5

0

22

0

5

0

0

0

5

0

22

0

5

0.000352

22

22

5

3.5E-05

0

22

5

3.5E-05

0

0

5

0.000352

22

0

5

Page 38 of 47

Analysis Results

31/01/2016

Table 5.6 - Story Forces Story

Load Case/C ombo

Locatio n

P tonf

VX tonf

VY tonf

T tonf-m

MX tonf-m

MY tonf-m

Top

201.312

0

0

0

2214.432

Bottom

379.392

0

0

0

4173.312

Techo

Peso Propio Peso Propio Live

Top

44.8

0

0

0

492.8

2214.432 4173.312 -492.8

Techo

Live

Bottom

44.8

0

0

0

492.8

-492.8

Techo

Live1

Top

0

0

0

0

0

0

Techo

Live1

Bottom

0

0

0

0

0

0

Techo

CM

Top

44.8

0

0

0

492.8

-492.8

Techo

CM

Bottom

44.8

-492.8

Top

0

0

0

Techo

Sismo x

Bottom

0

0

460.3292

Techo

Sismo Y

Top

0

0

131.5226

0

0

Techo

Sismo Y

Bottom

0

0

131.5226

0 1591.423 9 1591.423 9 1591.423 9 1591.423 9

492.8

Sismo x

0 131.5226 131.5226

0

Techo

460.3292

0

Piso 5

Peso Propio

Top

804.704

0

0

0

8851.744

Piso 5

Peso Propio

Bottom

982.784

0

0

0

10810.62 4

Piso 5

Live

Top

44.8

0

0

0

492.8

8851.744 10810.62 4 -492.8

Piso 5

Live

Bottom

44.8

0

0

0

492.8

-492.8

Piso 5

Live1

Top

224

0

0

0

2464

-2464

Piso 5

Live1

Bottom

224

0

0

0

2464

-2464

Piso 5

CM

Top

210.56

0

0

0

2316.16

-2316.16

Piso 5

CM

Bottom

210.56

Top

0

0 4141.217 8

2316.16

Sismo x

0 342.2494

0

Piso 5 Piso 5

Sismo x

Bottom

0

342.2494

0

-2316.16 460.3292 1658.202 1

Piso 5

Sismo Y

Top

0

0

342.2494

Piso 5

Sismo Y

Bottom

0

0

342.2494

Piso 4

Peso Propio

Top

1408.096

0

0

0

15489.05 6

Piso 4

Peso Propio

Bottom

1586.176

0

0

0

17447.93 6

Piso 4

Live

Top

44.8

0

0

0

492.8

15489.05 6 17447.93 6 -492.8

Piso 4

Live

Bottom

44.8

0

0

0

492.8

-492.8

Piso 4

Live1

Top

448

0

0

0

4928

-4928

Piso 4

Live1

Bottom

448

0

0

0

4928

-4928

Piso 4

CM

Top

376.32

0

0

0

4139.52

-4139.52

Piso 4

CM

Bottom

376.32

0

0

0

4139.52

0

6221.312 8

0

6221.312 8

0

-4139.52 1658.202 1 3457.755 4

Techo Techo

0 0

0

Piso 4

Sismo x

Top

0

514.1581

Piso 4

Sismo x

Bottom

0

514.1581

0

Piso 4

Sismo Y

Top

0

0

514.1581

Piso 4

Sismo Y

Bottom

0

0

Page 39 of 47

514.1581

4141.217 8 4141.217 8 4141.217 8

6221.312 8 6221.312

0 0 460.3292

0

1658.202 1

0

1658.202 1 3457.755 4

0 0

Analysis Results

Story

31/01/2016 Load Case/C ombo

Locatio n

P tonf

VX tonf

VY tonf

T tonf-m

MX tonf-m

MY tonf-m

8 Piso 3

Peso Propio

Top

2011.488

0

0

0

22126.36 8

Piso 3

Peso Propio

Bottom

2189.568

0

0

0

24085.24 8

Piso 3

Live

Top

44.8

0

0

0

492.8

22126.36 8 24085.24 8 -492.8

Piso 3

Live

Bottom

44.8

0

0

0

492.8

-492.8

Piso 3

Live1

Top

672

0

0

0

7392

-7392

Piso 3

Live1

Bottom

672

0

0

0

7392

-7392

Piso 3

CM

Top

542.08

0

0

0

5962.88

-5962.88

Piso 3

CM

Bottom

542.08

0

0

0

5962.88

Piso 3

Sismo x

Top

0

647.2487

0

7831.709

0

Piso 3

Sismo x

Bottom

0

647.2487

0

7831.709

0

-5962.88 3457.755 4 5723.125 8

Piso 3

Sismo Y

Top

0

0

Piso 3

Sismo Y

Bottom

0

0

647.2487 647.2487

7831.709 7831.709

3457.755 4 5723.125 8

0 0

Top

2614.88

0

0

0

28763.68

Bottom

2792.96

0

0

0

30722.56

Piso 2

Peso Propio Peso Propio Live

Top

44.8

0

0

0

492.8

28763.68 30722.56 -492.8

Piso 2

Live

Bottom

44.8

0

0

0

492.8

-492.8

Piso 2

Live1

Top

896

0

0

0

9856

-9856

Piso 2

Live1

Bottom

896

0

0

0

9856

-9856

Piso 2

CM

Top

707.84

0

0

0

7786.24

-7786.24

Piso 2

CM

Bottom

707.84

0

0

0

7786.24

0

8972.406 3

0

8972.406 3

0

-7786.24 5723.125 8 8318.449 9

Piso 2 Piso 2

Piso 2

Sismo x

Top

0

741.5212

Piso 2

Sismo x

Bottom

0

741.5212

0

Piso 2

Sismo Y

Top

0

0

741.5212

Piso 2

Sismo Y

Bottom

0

0

741.5212

Piso 1

Peso Propio

Top

3218.272

0

0

0

35400.99 2

Piso 1

Peso Propio

Bottom

3472.672

0

0

0

38199.39 2

Piso 1

Live

Top

44.8

0

0

0

492.8

Piso 1

Live

Bottom

44.8

0

0

0

492.8

-492.8

Piso 1

Live1

Top

1120

0

0

0

12320

-12320

Piso 1

Live1

Bottom

1120

0

0

0

12320

-12320

Piso 1

CM

Top

873.6

0

0

0

9609.6

-9609.6

Piso 1

CM

Bottom

873.6

0

0

0

9609.6

0

9682.368 7

0

9682.368 7

0

-9609.6 8318.449 9 12319.42 87

Piso 1

Sismo x

Top

0

800.1958

Piso 1

Sismo x

Bottom

0

800.1958

0

Piso 1

Sismo Y

Top

0

0

800.1958

Piso 1

Sismo Y

Bottom

0

0

-

Page 40 of 47

8972.406 2 8972.406 2

9682.368 7 -

5723.125 8

0

8318.449 9

0 35400.99 2 38199.39 2 -492.8

8318.449 9

0

12319.42

0

Analysis Results

31/01/2016 Load Case/C ombo

Story

Locatio n

P tonf

VX tonf

VY tonf

T tonf-m

MX tonf-m

800.1958

9682.368 7

87

MY tonf-m

5.3 Point Results Table 5.7 - Joint Reactions Load FX FY FZ Case/C tonf tonf tonf ombo

Story

Joint Label

Unique Name

Base

1

13

Base

1

13

Peso Propio Live

Base

1

13

Live1

Base

1

13

Base

1

Base

1

Base

2

MX tonf-m

MY tonf-m

MZ tonf-m

184.0076

0

0

0

25.4618

21.4781

0.2997

0.2906

2.3532

0

0

0

9.3417

6.9523

59.0617

0

0

0

CM

7.2126

5.4353

0

0

0

13

Sismo x

-19.8859

-25.4686

0

0

0

13

Sismo Y

-17.7951

-13.5433

46.0589 191.8744 130.1907

0

0

0

14

Peso Propio

0.3915

-20.9836

88.3542

0

0

0

-0.2944

1.1711

0

0

0

-6.7839

27.4171

0

0

0

0

0

0

0

0

0

Base

2

14

Live

Base

2

14

Live1

-1.978E06 0.2179

Base

2

14

CM

0.1612

-5.3144

Base

2

14

Sismo x

0.0033

43.2016

Base

2

14

-0.0526

-76.2457

0

0

0

Base

3

21

Sismo Y Peso Propio

21.4597 128.6953 266.7712

-19.5821

0.0885

91.6609

0

0

0

Base

3

21

Live

Base

3

21

Live1

-5.949

3.425E05 0.0341

29.4158

0

0

0

Base

3

21

CM

-4.6934

0.0253

22.9466

0

0

0

Base

3

21

Sismo x

-77.9154

-0.0194

0

0

0

Base

3

21

Sismo Y

45.3793

-0.1212

277.6579 138.5898

0

0

0

Base

4

34

Peso Propio

20.9836

88.3542

0

0

0

1.1711

0

0

0

27.4171

0

0

0

0

0

0

0

0

0

-0.2911

-0.3915

1.1789

0

0

0

Base

4

34

Live

0.2944

Base

4

34

Live1

6.7839

1.978E06 -0.2179

Base

4

34

CM

5.3144

-0.1612

Base

4

34

Sismo x

-91.3924

-0.1346

Base

4

34

58.3483

0.0852

0

0

0

Base

5

35

-21.4781

-25.4618

184.0076

0

0

0

Base

5

35

Sismo Y Peso Propio Live

21.4597 321.7721 183.6962

-0.2906

-0.2997

2.3532

0

0

0

Base

5

35

Live1

-6.9523

-9.3417

59.0617

0

0

0

Base

5

35

CM

-5.4353

-7.2126

46.0589

0

0

0

Base

5

35

Sismo x

-18.3474

-23.0835

173.8356

0

0

0

Base

5

35

-20.6644

-14.5974

148.2295

0

0

0

Base

6

42

Sismo Y Peso Propio

-0.0885

19.5821

91.6609

0

0

0

0.2911

1.1789

0

0

0

Base

6

42

Live

Base

6

42

Live1

-3.425E05 -0.0341

5.949

29.4158

0

0

0

Base

6

42

CM

-0.0253

4.6934

22.9466

0

0

0

Base

6

42

Sismo x

-0.0694

51.3994

0

0

0

Base

6

42

Sismo Y

-0.0712

-83.9355

153.8735 292.9416

0

0

0

Base

7

55

Peso Propio

0.0885

19.5821

91.6609

0

0

0

Live

3.425E05

0.2911

1.1789

0

0

0

Base

7

55

Page 41 of 47

Analysis Results

31/01/2016

Story

Joint Label

Unique Name

Load Case/C ombo

FX tonf

Base

7

55

Live1

Base

7

55

CM

Base

7

55

Base

7

55

FY tonf

FZ tonf

MX tonf-m

MY tonf-m

MZ tonf-m

0.0341

5.949

29.4158

0

0

0

0.0253

4.6934

0

0

0

Sismo x

-0.0694

-51.3994

0

0

0

Sismo Y

0.0194

-77.9154

22.9466 153.8735 277.6579

0

0

0

21.4781

-25.4618

184.0076

0

0

0

Base

8

56

Base

8

56

Peso Propio Live

0.2906

-0.2997

2.3532

0

0

0

Base

8

56

Live1

6.9523

-9.3417

59.0617

0

0

0

Base

8

56

CM

5.4353

-7.2126

0

0

0

Base

8

56

Sismo x

-18.3474

23.0835

0

0

0

Base

8

56

25.4686

-19.8859

0

0

0

Base

9

63

Sismo Y Peso Propio

46.0589 173.8356 191.8744

-20.9836

-0.3915

88.3542

0

0

0

1.1711

0

0

0

27.4171

0

0

0

Base

9

63

Live

-0.2944

Base

9

63

Live1

-6.7839

1.978E06 -0.2179

Base

9

63

CM

-5.3144

-0.1612

21.4597

0

0

0

Base

9

63

Sismo x

-91.3924

0.1346

321.7721

0

0

0

Base

9

63

-43.2016

0.0033

128.6953

0

0

0

Base

10

76

-25.4618

21.4781

184.0076

0

0

0

Base

10

76

Sismo Y Peso Propio Live

-0.2997

0.2906

2.3532

0

0

0

Base

10

76

Live1

-9.3417

6.9523

59.0617

0

0

0

Base

10

76

CM

-7.2126

5.4353

46.0589

0

0

0

Base

10

76

Sismo x

-19.8859

25.4686

0

0

0

Base

10

76

Sismo Y

23.0835

-18.3474

191.8744 173.8356

0

0

0

77

Peso Propio

-0.3915

-20.9836

88.3542

0

0

0

-0.2944

1.1711

0

0

0

-6.7839

27.4171

0

0

0

Base

11

Base

11

77

Live

Base

11

77

Live1

1.978E06 -0.2179

Base

11

77

CM

-0.1612

-5.3144

21.4597

0

0

0

Base

11

77

Sismo x

0.0033

-43.2016

128.6953

0

0

0

Base

11

77

0.1346

-91.3924

321.7721

0

0

0

Base

12

84

Sismo Y Peso Propio

0.0885

91.6609

0

0

0

1.1789

0

0

0

29.4158

0

0

0

22.9466 277.6579 153.8735

0

0

0

0

0

0

0

0

0

91.6609

0

0

0

1.1789

0

0

0

29.4158

0

0

0

0

0

0

0

0

0

19.5821

Base

12

84

Live

Base

12

84

Live1

5.949

3.425E05 0.0341

Base

12

84

CM

4.6934

0.0253

Base

12

84

Sismo x

-77.9154

0.0194

Base

12

84

Sismo Y

-51.3994

-0.0694

Base

13

97

Peso Propio

19.5821

0.2911

-0.0885

Base

13

97

Live

Base

13

97

Live1

5.949

-3.425E05 -0.0341

Base

13

97

CM

4.6934

-0.0253

Base

13

97

Sismo x

-83.9355

-0.0712

Base

13

97

51.3994

-0.0694

0

0

0

Base

14

98

-25.4618

-21.4781

184.0076

0

0

0

Base

14

98

Sismo Y Peso Propio Live

22.9466 292.9416 153.8735

-0.2997

-0.2906

2.3532

0

0

0

Base

14

98

Live1

-9.3417

-6.9523

59.0617

0

0

0

Base

14

98

CM

-7.2126

-5.4353

46.0589

0

0

0

Base

14

98

Sismo x

-14.5974

-20.6644

148.2295

0

0

0

Base

14

98

Sismo Y

-23.0835

-18.3474

173.8356

0

0

0

0.2911

Page 42 of 47

Analysis Results

31/01/2016

Story

Joint Label

Unique Name

Load Case/C ombo

Base

15

105

Peso Propio

FX tonf

FY tonf

FZ tonf

MX tonf-m

MY tonf-m

MZ tonf-m

-0.3915

20.9836

88.3542

0

0

0

0.2944

1.1711

0

0

0

Base

15

105

Live

Base

15

105

Live1

1.978E06 -0.2179

6.7839

27.4171

0

0

0

Base

15

105

CM

-0.1612

5.3144

21.4597

0

0

0

Base

15

105

Sismo x

0.0852

58.3483

0

0

0

Base

15

105

Sismo Y

-0.1346

-91.3924

183.6962 321.7721

0

0

0

25.4618

-21.4781

184.0076

0

0

0

Base

16

118

Base

16

118

Peso Propio Live

0.2997

-0.2906

2.3532

0

0

0

Base

16

118

Live1

9.3417

-6.9523

59.0617

0

0

0

Base

16

118

CM

7.2126

-5.4353

0

0

0

Base

16

118

Sismo x

-14.5974

20.6644

0

0

0

Base

16

118

17.7951

-13.5433

0

0

0

Base

17

119

Sismo Y Peso Propio

46.0589 148.2295 130.1907

-19.5821

-0.0885

91.6609

0

0

0

Base

17

119

Live

-0.2911

1.1789

0

0

0

Base

17

119

Live1

-5.949

-3.425E05 -0.0341

29.4158

0

0

0

Base

17

119

CM

-4.6934

-0.0253

22.9466

0

0

0

Base

17

119

Sismo x

-83.9355

0.0712

292.9416

0

0

0

Base

17

119

-45.3793

-0.1212

138.5898

0

0

0

Base

18

126

Sismo Y Peso Propio

0.3915

20.9836

88.3542

0

0

0

0.2944

1.1711

0

0

0

6.7839

27.4171

0

0

0

21.4597 183.6962 266.7712

0

0

0

0

0

0

0

0

0

Base

18

126

Live

Base

18

126

Live1

-1.978E06 0.2179

Base

18

126

CM

0.1612

5.3144

Base

18

126

Sismo x

0.0852

-58.3483

Base

18

126

Sismo Y

0.0526

-76.2457

Base

19

139

-21.4781

25.4618

184.0076

0

0

0

Base

19

139

Peso Propio Live

-0.2906

0.2997

2.3532

0

0

0

Base

19

139

Live1

-6.9523

9.3417

59.0617

0

0

0

Base

19

139

CM

-5.4353

7.2126

46.0589

0

0

0

Base

19

139

Sismo x

-13.5433

17.7951

0

0

0

Base

19

139

Sismo Y

20.6644

-14.5974

130.1907 148.2295

0

0

0

Base

20

140

Peso Propio

-0.0885

-19.5821

91.6609

0

0

0

-0.2911

1.1789

0

0

0

Base

20

140

Live

Base

20

140

Live1

-3.425E05 -0.0341

-5.949

29.4158

0

0

0

Base

20

140

CM

-0.0253

-4.6934

22.9466

0

0

0

Base

20

140

Sismo x

-0.1212

-45.3793

138.5898

0

0

0

Base

20

140

0.0712

-83.9355

292.9416

0

0

0

Base

21

153

21.4781

25.4618

184.0076

0

0

0

Base

21

153

Sismo Y Peso Propio Live

0.2906

0.2997

2.3532

0

0

0

Base

21

153

Live1

6.9523

9.3417

59.0617

0

0

0

Base

21

153

CM

5.4353

7.2126

0

0

0

Base

21

153

Sismo x

-13.5433

-17.7951

0

0

0

Base

21

153

Sismo Y

-25.4686

-19.8859

46.0589 130.1907 191.8744

0

0

0

154

Peso Propio

0.0885

-19.5821

91.6609

0

0

0

-0.2911

1.1789

0

0

0

-5.949

29.4158

0

0

0

Base

22

Base

22

154

Live

Base

22

154

Live1

3.425E05 0.0341

Page 43 of 47

Analysis Results

31/01/2016

Story

Joint Label

Unique Name

Load Case/C ombo

FX tonf

FY tonf

FZ tonf

MX tonf-m

MY tonf-m

MZ tonf-m

Base

22

154

CM

0.0253

-4.6934

0

0

0

Base

22

154

Sismo x

-0.1212

45.3793

0

0

0

Base

22

154

-0.0194

-77.9154

0

0

0

Base

23

161

Sismo Y Peso Propio

22.9466 138.5898 277.6579

0.3915

88.3542

0

0

0

1.1711

0

0

0

27.4171

0

0

0

21.4597 266.7712 183.6962

0

0

0

0

0

0

0

0

0

88.3542

0

0

0

20.9836

Base

23

161

Live

0.2944

Base

23

161

Live1

6.7839

-1.978E06 0.2179

Base

23

161

CM

5.3144

0.1612

Base

23

161

Sismo x

-76.2457

0.0526

Base

23

161

Sismo Y

-58.3483

0.0852

Base

24

168

Peso Propio

-20.9836

0.3915

Base

24

168

Live

-0.2944

Base

24

168

Live1

-6.7839

-1.978E06 0.2179

27.4171

0

0

0

Base

24

168

CM

-5.3144

0.1612

21.4597

0

0

0

Base

24

168

Sismo x

-76.2457

-0.0526

0

0

0

Base

24

168

Sismo Y

43.2016

0.0033

266.7712 128.6953

0

0

0

0.3155

-0.3155

41.6691

0.5097

0.5097

0

1.1711

0

0

0

Base

25

175

Base

25

175

Peso Propio Live

0.0001

-0.0001

0.4217

0.0001

0.0001

0

Base

25

175

Live1

0.1599

-0.1599

11.0812

0.2583

0.2583

0

Base

25

175

CM

0.1184

-0.1184

8.6218

0.1913

0.1913

0

Base

25

175

Sismo x

-1.0531

-0.0871

-36.5523

0.2695

-3.0023

0.0293

Base

25

175

0.1269

-0.839

36.5523

2.3989

0.3339

-0.0293

Base

26

182

-0.3155

-0.3155

41.6691

0.5097

-0.5097

0

Base

26

182

Sismo Y Peso Propio Live

-0.0001

-0.0001

0.4217

0.0001

-0.0001

0

Base

26

182

Live1

-0.1599

-0.1599

11.0812

0.2583

-0.2583

0

Base

26

182

CM

-0.1184

-0.1184

8.6218

0.1913

-0.1913

0

Base

26

182

Sismo x

-1.0531

0.0871

36.5523

-0.2695

-3.0023

0.0293

Base

26

182

0.0871

-1.0531

36.5523

3.0023

0.2695

-0.0293

Base

27

189

-0.3155

0.3155

41.6691

-0.5097

-0.5097

0

Base

27

189

Sismo Y Peso Propio Live

-0.0001

0.0001

0.4217

-0.0001

-0.0001

0

Base

27

189

Live1

-0.1599

0.1599

11.0812

-0.2583

-0.2583

0

Base

27

189

CM

-0.1184

0.1184

8.6218

-0.1913

-0.1913

0

Base

27

189

Sismo x

-0.839

0.1269

36.5523

-0.3339

-2.3989

0.0293

Base

27

189

-1.0531

-36.5523

3.0023

-0.2695

-0.0293

28

196

0.3155

0.3155

41.6691

-0.5097

0.5097

0

Base

28

196

Sismo Y Peso Propio Live

-0.0871

Base

0.0001

0.0001

0.4217

-0.0001

0.0001

0

Base

28

196

Live1

0.1599

0.1599

11.0812

-0.2583

0.2583

0

Base

28

196

CM

0.1184

0.1184

8.6218

-0.1913

0.1913

0

Base

28

196

Sismo x

-0.839

-0.1269

-36.5523

0.3339

-2.3989

0.0293

Base

28

196

-0.839

-36.5523

2.3989

-0.3339

-0.0293

29

203

-0.096

-0.096

98.4536

0.1551

-0.1551

0

Base

29

203

Sismo Y Peso Propio Live

-0.1269

Base

0.0015

0.0015

1.3718

-0.0024

0.0024

0

Base

29

203

Live1

-0.0991

-0.0991

37.1296

0.16

-0.16

0

Base

29

203

CM

-0.0718

-0.0718

28.8477

0.116

-0.116

0

Base

29

203

Sismo x

-1.0928

-0.0569

28.2316

0.1271

-2.9025

0.0293

Base

29

203

-0.0569

-1.0928

28.2316

2.9025

-0.1271

-0.0293

Base

30

210

-0.096

0.096

98.4536

-0.1551

-0.1551

0

Base

30

210

Sismo Y Peso Propio Live

0.0015

-0.0015

1.3718

0.0024

0.0024

0

Base

30

210

Live1

-0.0991

0.0991

37.1296

-0.16

-0.16

0

Page 44 of 47

Analysis Results

31/01/2016 Load Case/C ombo

FX tonf

FY tonf

FZ tonf

210

CM

-0.0718

0.0718

28.8477

-0.116

-0.116

0

210

Sismo x

-1.1478

0.0019

28.2316

0.0321

-3.0617

0.0293

30

210

-1.0928

-28.2316

2.9025

0.1271

-0.0293

217

0.096

-0.096

98.4536

0.1551

0.1551

0

Base

31

217

Sismo Y Peso Propio Live

0.0569

31

-0.0015

0.0015

1.3718

-0.0024

-0.0024

0

Base

31

217

Live1

0.0991

-0.0991

37.1296

0.16

0.16

0

Base

31

217

CM

0.0718

-0.0718

28.8477

0.116

0.116

0

Base

31

217

Sismo x

-1.0928

0.0569

-28.2316

-0.1271

-2.9025

0.0293

Base

31

217

0.0019

-1.1478

28.2316

3.0617

-0.0321

-0.0293

Base

32

224

0.096

0.096

98.4536

-0.1551

0.1551

0

Base

32

224

Sismo Y Peso Propio Live

-0.0015

-0.0015

1.3718

0.0024

-0.0024

0

Base

32

224

Live1

0.0991

0.0991

37.1296

-0.16

0.16

0

Base

32

224

CM

0.0718

0.0718

28.8477

-0.116

0.116

0

Base

32

224

Sismo x

-1.1478

-0.0019

-28.2316

-0.0321

-3.0617

0.0293

Base

32

224

Sismo Y

-0.0019

-1.1478

-28.2316

3.0617

0.0321

-0.0293

Story

Joint Label

Unique Name

Base

30

Base

30

Base Base

MX tonf-m

MY tonf-m

MZ tonf-m

5.4 Modal Results

Case

Case

Table 5.8 - Modal Periods and Frequencies Circular Freque Period Freque Mode ncy sec ncy cyc/sec rad/sec

Eigenv alue rad²/se c²

Modal

1

0.384

2.606

16.3753

268.1498

Modal

2

0.384

2.606

16.3753

268.1498

Modal

3

0.361

2.769

17.3962

Modal

4

0.085

11.817

74.2463

Modal

5

0.085

11.817

74.2463

Modal

6

0.082

12.235

76.8775

Modal

7

0.038

26.574

166.9671

Modal

8

0.038

26.574

166.9671

Modal

9

0.036

28.063

176.3275

Modal

10

0.024

42.266

265.562

Modal

11

0.024

42.266

265.562

Modal

12

0.022

46.081

289.5326

Modal

13

0.018

56.378

354.2365

Modal

14

0.018

56.378

354.2365

Modal

15

0.016

63.164

396.8722

Modal

16

0.015

66.267

416.366

Modal

17

0.015

66.267

416.366

Modal

18

0.013

75.619

475.1302

302.6267 5512.516 4 5512.516 4 5910.156 7 27878.00 19 27878.00 19 31091.37 82 70523.16 54 70523.16 54 83829.14 71 125483.5 186 125483.5 186 157507.5 449 173360.6 618 173360.6 618 225748.7 281

Table 5.9 - Modal Participating Mass Ratios (Part 1 of 2) Period Sum Mode UX UY UZ sec UX

Sum UY

Sum UZ

Modal

1

0.384

0.029

0.7075

0

0.029

0.7075

0

Modal

2

0.384

0.7075

0.029

0

0.7365

0.7365

0

Modal

3

0.361

0

0

0

0.7365

0.7365

0

Page 45 of 47

Analysis Results

31/01/2016

Case

Mode

Period sec

UX

UY

UZ

Sum UX

Sum UY

Sum UZ

Modal

4

0.085

0.0237

0.1735

0

Modal

5

0.085

0.1735

0.0237

0

0.7603

0.91

0

0.9337

0.9337

Modal

6

0.082

0

0

0

0

0.9337

0.9337

Modal

7

0.038

0.008

0

0.0399

0

0.9418

0.9736

Modal

8

0.038

0

0.0399

0.008

0

0.9816

0.9816

Modal

9

0

0.036

0

0

0

0.9816

0.9816

Modal

0

10

0.024

0.001

0.0129

0

0.9826

0.9945

0

Modal

11

0.024

0.0129

0.001

0

0.9955

0.9955

0

Modal

12

0.022

0

0

0

0.9955

0.9955

0

Modal

13

0.018

0

0.0038

0

0.9955

0.9993

0

Modal

14

0.018

0.0038

0

0

0.9993

0.9993

0

Modal

15

0.016

0

0

0

0.9993

0.9993

0

Modal

16

0.015

0.0001

0.0006

0

0.9994

0.9999

0

Modal

17

0.015

0.0006

0.0001

0

1

1

0

Modal

18

0.013

0

0

0

1

1

0

Table 5.9 - Modal Participating Mass Ratios (Part 2 of 2) Sum Mode RX RY RZ Sum RY RX

Case

Sum RZ

Modal

1

0.3194

0.0131

0

0.3194

0.0131

Modal

2

0.0131

0.3194

0

0.3325

0.3325

0 0

Modal

3

0

0

0.741

0.3325

0.3325

0.741

Modal

4

0.4097

0.0561

0

0.7422

0.3886

0.741

Modal

5

0.0561

0.4097

0

0.7983

0.7983

0.741

Modal

6

0

0

0.1862

0.7983

0.7983

0.9272

Modal

7

0.1148

0.0231

0

0.9131

0.8214

0.9272

Modal

8

0.0231

0.1148

0

0.9362

0.9362

0.9272

Modal

9

0

0

0.051

0.9362

0.9362

0.9782

Modal

10

0.0446

0.0034

0

0.9808

0.9396

0.9782

Modal

11

0.0034

0.0446

0

0.9842

0.9842

0.9782

Modal

12

0

0

0.0162

0.9842

0.9842

0.9944

Modal

13

0.0131

0

0

0.9973

0.9842

0.9944

Modal

14

0

0.0131

0

0.9973

0.9973

0.9944

Modal

15

0

0

0.0047

0.9973

0.9973

0.9991

Modal

16

0.0023

0.0004

0

0.9996

0.9977

0.9991

Modal

17

0.0004

0.0023

0

1

1

0.9991

Modal

18

0

0

0.0009

1

1

1

Table 5.10 - Modal Load Participation Ratios Dynami Item Static Case Item c Type % % Modal Modal Modal

Accelerat ion Accelerat ion Accelerat ion

UX

100

100

UY

100

100

UZ

0

0

Table 5.11 - Modal Direction Factors Period UX UY sec

Case

Mode

UZ

RZ

Modal

1

0.384

0.039

Modal

2

0.384

0.961

0.961

0

0

0.039

0

Modal

3

0.361

0

0

0

0

Modal

4

1

0.085

0.12

0.88

0

Modal

0

5

0.085

0.88

0.12

0

Modal

0

6

0.082

0

0

0

1

Page 46 of 47

Analysis Results

31/01/2016 Case

Mode

Period sec

UX

UY

UZ

RZ

Modal

7

0.038

0.168

0.832

0

0

Modal

8

0.038

0.832

0.168

0

0

Modal

9

0.036

0

0

0

1

Modal

10

0.024

0.07

0.93

0

0

Modal

11

0.024

0.93

0.07

0

0

Modal

12

0.022

0

0

0

1

Modal

13

0.018

0

1

0

0

Modal

14

0.018

1

0

0

0

Modal

15

0.016

0

0

0

1

Modal

16

0.015

0.143

0.857

0

0

Modal

17

0.015

0.857

0.143

0

0

Modal

18

0.013

0

0

0

1

Page 47 of 47