Reporte Del Modelado PDF

 

Project Report Model File: GRID 2, Revision 0

25/6/2020

 

Table of Contents 1. Structure Data

 

6

1.1 Story Data

6

1.2 Grid Data

6

1.3 Point Coordinates

6

1.4 Line Connectivity

7

1.5 Mass

8

1.6 Groups

9

2. Properties

 

11

2.1 Materials

11

2.2 Frame Sections

11

2.3 Shell Sections

19

2.4 Reinforcement Sizes

19

2.5 Links 2.6 Tendon Sections

20 20

3. Assignments

 

21

3.1 Joint Assignments

21

3.2 Frame Assignments

21

4. Loads

 

23

4.1 Load Patterns

23

4.2 Auto Seismic Loading

23

4.3 Applied Loads

28

4.3.1 Line Loads 4.4 Functions

28 30

4.4.1 Response Spectrum Functions

30

4.4.2 Time History Functions

31

4.5 Load Cases

31

4.6 Load Combinations

31

5. Analysis Results

 

33

5.1 Structure Results

33

5.2 Story Results

35

5.3 Point Results

55

5.4 Modal Results

68

Page 2 of 77

 

Table of Contents 6. Design Data

 

6.1 Steel Frame Design

71 71

Page 3 of 77

 

List of Tables Table 1.1 Story Definitions

6

Table 1.2 Grid Definitions - General

6

Table 1.3 Grid Definitions - Grid Lines

6

Table 1.4 Point Bays Table 1.5 Column Bays

6 7

Table 1.6 Beam Bays

7

Table 1.7 Brace Bays

8

Table 1.8 Mass Source Definition

8

Table 1.9 Mass Summary by Story

8

Table 1.10 Mass Summary by Group

8

Table 1.11 Group Definitions

9

Table 1.12 Group Assignments

9

Table 2.1 Material Properties - General

11

Table 2.2 Frame Section Property Definitions - Summary

11

Table 2.3 Area Section Property Definitions - Summary

19

Table 2.4 Reinforcing Bar Sizes

19

Table 2.5 Link Property Definitions - Summary

20

Table 2.6 Tendon Section Properties

20

Table 3.1 Joint Assignments - Summary

21

Table 3.2 Frame Assignments - Summary

21

Table 4.1 Load Pattern Definitions

23

Table 4.4 Frame Loads Assignments - Distributed

28

Table 4.5 Functions - Response Spectrum - Mexico NTC-2004

30

Table 4.6 Functions - Response Spectrum - User Defined

31

Table 4.7 Functions - Time History - User Defined

31

Table 4.8 Load Case Definitions - Summary

31

Table 4.9 Load Combination Definitions

32

Table 5.1 Base Reactions

33

Table 5.2 Story Drifts

35

Table 5.3 Story Forces

43

Table 5.4 Joint Reactions

55

Table 5.5 Modal Periods And Frequencies

68

Table 5.6 Modal Participating Mass Ratios

69

Table 5.7 Modal Load Participation Ratios

69

Page 4 of 77

 

List of Tables Table 5.8 Modal Direction Factors

69

Table 6.1 Steel Frame Design Preferences - AISC LRFD 93

71

Table 6.2 Steel Frame Design Overwrites - AISC LRFD 93

71

Table 6.3 Steel Column Envelope - AISC LRFD 93 Table 6.4 Steel Beam Envelope - AISC LRFD 93

75 75

Table 6.5 Steel Brace Envelope - AISC LRFD 93

77

Page 5 of 77

 

Structure Data

25/6/2020

1 Structure Data This chapter provides model geometry information, including items such as story levels, point coordinates, and element connectivity. 1.1 Story Data Table 1.1 - Story Definitions Splice Master  Similar To Story Story

Tow er

Name

Height m

T1

TAPANCO

1.6

Yes

None

No

Yellow

T1

CRUCE ESC 2

0. 4

No

TAPANCO

No

Gray8Dark

T1

CRUCE ESC 1

0. 6

No

TAPANCO

No

Blue

Color 

1.2 Grid Data Table 1.2 - Grid Definitions - General

Tow er

Name

Type

Ux m

Uy m

Rz deg

Story Range

Bubble Size cm

Color 

T1

G1

Cartesian

0

0

0

Default

125

Gr G ray8Dark

Table 1.3 - Grid Definitions - Grid Lines Name

Grid Line Type

Ordinate Bubble Visible m Location

G1

X (Cartesian)

0

End

Yes

G1

X (Cartesian)

0.475

End

Yes

G1

X (Cartesian)

1.325

End

Yes

G1

X (Cartesian)

1. 8

End

Yes

G1

X (Cartesian)

5. 16

End

Yes

G1

X (Cartesian)

5. 85

End

Yes

G1

Y (Cartesian)

0

Start

Yes

G1

Y (Cartesian)

0. 37

Start

Yes

G1

Y (Cartesian)

0. 64

Start

Yes

G1

Y (Cartesian)

1. 22

Start

Yes

G1

Y (Cartesian)

1. 67

Start

Yes

G1

Y (Cartesian)

3. 17

Start

Yes

1.3 Point Coordinates Table 1.4 - Point Bays Label

Is Auto Point

X m

 Y m

DZBelow m

1

No

0

3.17

0

2

No

0

1.67

0

3

No

1. 8

1. 67

0

4

No

1. 8

0

0

5

No

5. 16

0

0

7

No

1. 8

0.5283

0

8

No

1. 8

1.0567

0

9

No

1. 8

1. 585

0

Page 6 of 77

 

Structure Data

25/6/2020

Table 1.4 - Point Bays (continued) Label

Is Auto Point

X m

 Y m

DZBelow m

10

No

1. 8

3.17

0

11

No

5. 85

3.17

0

12

No

5. 16

3.17

0

13

No

1. 325

1. 22

0

14

No

1. 325

0. 37

0

15

No

0. 475

0. 37

0

16

No

0. 475

1. 67

0

17

No

1. 8

2. 1133

0

18

No

1. 8

2. 6417

0

19

No

5. 16

0. 5283

0

20

No

5. 16

1. 0567

0

21

No

5. 16

1.585

0

22

No

5. 16

2. 1133

0

23

No

5. 16

2. 6417

0

24

No

0

2.17

0

25

No

0

2.67

0

28

No

5. 85

1. 0567

0

29 30

No No

5. 85 5. 85

1.585 2. 1133

0 0

31

No

5. 85

2. 6417

0

33

No

5.7296

0.5283

0

1.4 Line Connectivi Connectivity ty Table 1.5 - Column Bays Label

Poin ttB BayI PointB tBa ayJ IEndSto torry

C1

4

4

Same

C2

2

2

Same

C3

1

1

Same

C4

10

10

Same

C5

12

12

Same

C6

5

5

Same

Table 1.6 - Beam Bays Label

PointB tBa ayI PointBayJ

B2

2

3

B4

4

5

B7

4

7

B8

7

8

B9

8

9

B12

1

11

B14

9

17

B15

17

18

B16

18

10

B17

5

19

Page 7 of 77

 

Structure Data

25/6/2020

Table 1.6 - Beam Bays B ays (continued) Label

PointB tBa ayI PointBayJ

B18

19

20

B19

20

21

B20

21

22

B21

22

23

B22

23

12

B23

2

24

B24

24

25

B25

25

1

B33

23

31

B34

18

23

B35

25

18

B36

22

30

B37

17

22

B38

24

17

B40

21

29

B41

9

21

B42

8

20

B43

20

28

B45 B50

7 19

19 33

Table 1.7 - Brace Bays Label

Poin ttB BayI PointB tBa ayJ IEndSto torry

D1

13

14

Below

D2

14

15

Below

D3

15

16

Below

1.5 Mass Table 1.8 - Mass Source Definition

Name MsSrc1

Source Source Source Move Include Include Lump Is Self  Added Load Mass Lateral Vertical Mass? Default Mass? Mass? Patterns? Centroid? Mass? Mass? Yes

Yes

No

Yes

Yes

Yes

No

Table 1.9 - Mass Summary by Story Story

UX UY UZ kgf-s2/m kgf-s2/m kgf-s2/m

TAPANCO

36.76

36.76

0

CRUCE ESC 2

1. 09

1.09

0

CRUCE ESC 1

0. 72

0.72

0

Base

12.66

12.66

0

Page 8 of 77

No

 

Structure Data

25/6/2020

Table 1.10 - Mass Summary by Group Self  Self  Mass X Mass Y Mass Z Mass Weight kgf-s2/m kgf-s2/m kgf-s2/m kgf-s2/m kgf 

Group  All

51.23

0

51.23

51.23

0

VIGAS CARGA

10.16

0

10. 16

10.16

0

VIGAS AMARRE

4.67

0

4. 67

4.67

0

CORREAS

8. 89

0

8. 89

8.89

0

COLUMNAS

24. 57

0

24. 57

24.57

0

ESCALERAS

2.94

0

2. 94

2.94

0

1.6 Groups Table 1.11 - Group Definitions Name

Color  

Steel Concrete Composite Design? Design? Design?

 All

Yellow

Yes

No

No

VIGAS CARGA

12615680

No

No

No

VIGAS AMARRE

C Cy yan

No

No

No

CORREAS

DarkBlue

No

No

No

COLUMNAS

Blue

No

No

No

ESCALERAS

16711808

No

No

No

Table 1.12 - Group Assignments

Group Name

Object Type

Object Unique Name

VIGAS CARGA

Point

1

VIGAS CARGA

Point

2

VIGAS CARGA

Point

3

VIGAS CARGA

Point

4

VIGAS CARGA

Point

5

VIGAS CARGA

Point

10

VIGAS CARGA

Point

12

VIGAS CARGA

Point

7

VIGAS CARGA

Point

8

VIGAS CARGA

Point

9

VIGAS CARGA

Point

23

VIGAS CARGA

Point

24

VIGAS CARGA

Point

25

VIGAS CARGA

Point

26

VIGAS CARGA

Point

27

VIGAS CARGA

Point

28

VIGAS CARGA

Point

29

VIGAS CARGA

Point

30

VIGAS CARGA

Point

31

VIGAS CARGA

Li ne

6

VIGAS CARGA

Li ne

7

VIGAS CARGA

Li ne

8

Page 9 of 77

 

Structure Data

25/6/2020

Table 1.12 - Group Assignments (continued)

Group Name

Object Type

Object Unique Name

VIGAS CARGA

Li ne

9

VIGAS CARGA

Li ne

10

VIGAS CARGA

Li ne

23

VIGAS CARGA

Li ne

24

VIGAS CARGA

Li ne

25

VIGAS CARGA

Li ne

26

VIGAS CARGA

Li ne

27

VIGAS CARGA

Li ne

28

VIGAS CARGA

Li ne

29

VIGAS CARGA

Li ne

30

VIGAS CARGA

Li ne

31

VIGAS CARGA

Li ne

32

VIGAS AMARRE

Line

2

VIGAS AMARRE

Line

4

VIGAS AMARRE

Line

12

CORREAS

Point

35

CORREAS CORREAS

Line Line

40 41

CORREAS

Line

42

CORREAS

Line

43

CORREAS

Line

44

CORREAS

Line

45

CORREAS

Line

47

CORREAS

Line

48

CORREAS

Line

49

CORREAS

Line

50

CORREAS

Line

52

CORREAS

Line

57

COLUMNAS

Line

14

COLUMNAS

Line

15

COLUMNAS

Line

16

COLUMNAS

Line

17

COLUMNAS

Line

18

COLUMNAS

Line

19

ESCALERAS

Point

20

ESCALERAS

Point

21

ESCALERAS

Line

20

ESCALERAS

Line

21

ESCALERAS

Line

22

Page 10 of 77

 

Properties

25/6/2020

2 Properties This chapter provides property information for materials, frame sections, shell sections, and links. 2.1 Materials Table 2.1 - Material M aterial Properties - General Material

Type

SymType

Grade

Color

 A36

Steel

Isotropic

Unknown

Yellow

 A416Gr270

Tendon

Uniaxial

Unknown

Cyan

 A572Gr50

Steel

Isotropic

Unknown

Blue

 A615Gr60

Rebar

Uniaxial

Unknown

Green

 A992Fy50

Steel

Isotropic

Unknown Gray8Dark

Isot Isotro ropi pic c

Unkn Unknow own n

Fc? Fc? 25 250 0 kg/c kg/cm2 m2 Co Conc ncre rete te

Notes

Bl Blue ue

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

Material

Shape

 A-CompBm

Auto Select

 A-GravBm

Auto Select

 A-GravCol

Auto Select

 A-LatBm

Auto Select

 A-LatCol

Auto Select

Color  

ConcB oncBm m

Fc? Fc? 250 250 kg/c kg/cm2 m2 C onc oncre rete te R ect ectan angu gullar

Red

Conc ConcCo Coll

Fc? Fc? 250 250 kg/c kg/cm2 m2 Con Concr cret ete e Rect Rectan angu gula larr

Cyan Cyan

PTR 3X2 CAL 14

A572Gr50

Steel Tube

Area cm2

18 1875 75

J cm4

I33 cm4

I22 cm4

As2 cm2

474 7457 572. 2.9 9 390 9062 625 5 21 2197 9726 26.6 .6 15 1562 62..5

14 1406 06.3 .3 2785 278503 03.4 .4 16 1647 4794 94.9 .9 16 1647 4794 94.9 .9 117 1171. 1.9 9

Blue

4.7

40.7

38.7

20. 6

2.8

PTR 3X2 CAL 9

A572Gr50

Steel Tube

Gray8Dark

9. 1

73. 7

71.1

37.2

5. 5

PTR 3X3 CAL 10

A572Gr50

Steel Tube

Gray8Dark

10

131.8

88.1

88.1

5. 1

PTR 4 1/2 X 4 1/2 CAL 1/4

A572Gr50

Steel Tube

Magenta

26.7

736. 1

492. 6

492. 6

13.7

PTR 4X2 CAL 1/4

A572Gr50

Steel Tube

Red

16. 8

156.8

211.4

67. 4

11. 4

PTR 4X2 CAL 11

A572Gr50

Steel Tube

Green

8. 9

92. 1

119.2

39.8

5. 9

PTR 4X4 CAL 1/4

A572Gr50

Steel Tube

Yellow

24. 2

548.7

367.5

367.5

12. 6

PTR 4X4 CAL 10 PTR 4X4 CAL 14

A572Gr50 A572Gr50

Steel Tube Steel Tube

Blue Gray8Dark

13.4 7. 6

323.7 188.3

216 125.6

216 125.6

6. 8 3. 8

PTR 4X4 CAL 3/16

A572Gr50

Steel Tube

Blue

18. 4

432.3

288.9

288.9

9.5

PTR 5X5 CAL 1/4

A572Gr50

Steel Tube

Red

30. 6

1115.2

745.5

745.5

15. 8

PTR 6X2 CAL 3/16

A572Gr50

Steel Tube

8388863

18. 4

227. 1

495

82.7

13.5

SteelBm

A992Fy50

Steel I/W ide Flange

Green

71. 4

25.7

30343.2

965.5

31.3

SteelCol

A992Fy50

Steel I/W ide Flange

Blue

306.3

551. 8

150638

52090.7

63.4

W 10X12

A992Fy50

Steel I/W ide Flange

Cyan

22. 8

2. 3

2239.3

90.7

12. 1

W 10X15

A992Fy50

Steel I/W ide Flange

Green

28. 5

4.3

2867.8

120.3

14. 8

W 10X17

A992Fy50

Steel I/W ide Flange

Blue

32. 2

6.5

3408.9

148.2

15.6

W 10X19

A992Fy50

Steel I/W ide Flange

G Grray8Dark

36. 3

9. 7

4008.3

178.6

16. 5

W 10 10X33

A992Fy50

Steel I/W id ide Flange

G rra ay8Dark

62. 6

24.3

7117.6

1523.4

18. 2

W 10X39

A992Fy50

Steel I/W ide Flange

W hite

74. 2

40.6

8699.2

1873

20. 2

W 10X45

A992Fy50

Steel I/W ide Flange

Yellow

85. 8

62.9

10322.5

2222.7

22.8

W 10 10X60

A992Fy50

Steel I/W id ide Flange

Magenta

114.2

103. 2

14193.5

48 4828.3

27.6

Page 11 of 77

 

Properties

25/6/2020

Table 2.2 - Frame Section Property Definitions - Summary (Part 1 of 3, continued) Area cm2

J cm4

I33 cm4

I22 cm4

As2 cm2

Red

201.3

380

38834.4

12528.6

50.8

Steel I/W ide Flange

Cyan

227.1

536.9

44536.8

14 1 4360

60

A992Fy50

Steel I/W ide Flange

Yellow

257.4

770

51612.7

16 16566

68.3

W 12X14

A992Fy50

Steel I/W ide Flange

W hite

26. 8

2. 9

3687.8

98.2

15.4

W1 12 2X152

A992Fy50

Steel I/W iid de Flange

Magenta

288.4

1073.9

5 95 9521.1

18896.9

76. 9

W 12X16

A992Fy50

Steel I/W ide Flange

Yellow

30. 4

4. 3

4287.2

117.4

17

W1 12 2X170

A992Fy50

Steel I/W ide Flange

Red

322.6

1481.8

68678.2

21519.2

86.7

W 12X19

A992Fy50

Steel I/W ide Flange

Magenta

35. 9

7.5

5411

156.5

18. 5

W 12X190

A992Fy50

Steel I/W ide Flange

Cyan

361.3

2031.2

78 78667.7

24516

98.5

W1 12 2X210

A992Fy50

Steel I/W ide Flange

Green

398.7

2693

89073.5

27637.8

111.9

W 12X22

A992Fy50

Steel I/W ide Flange

Red

41. 8

12.2

6493.2

194

20.6

W 12X26

A992Fy50

Steel I/W ide Flange

Gray8Dark

49. 4

12.5

8491.1

720.1

18. 1

W 12X30

A992Fy50

Steel I/W ide Flange

W hite

56. 7

19

9906.3

844.9

20.6

W 12X53

A992Fy50

Steel I/W ide Flange

Red

100. 6

65. 8

17689.8

3987.5

26.9

W 12X58

A992Fy50

Steel I/W ide Flange

Cyan

109.7

87.4

19771

4453.7

28. 3

W 12X72

A992Fy50

Steel I/W ide Flange

Yellow

136.1

122

24849

8116.5

34. 1

W 12 12X79

A992Fy50

Steel I/W id ide Flange

Magenta

149.7

159. 8

27554.5

89 8990.6

37.6

W 12X87 W 12 12X96

A992Fy50 A992Fy50

Steel I/W ide Flange Steel I/W id ide Flange

Red Magenta

165. 2 181.9

212. 3 285. 1

30801.1 34672.1

10031.2 11238.2

41.5 45.1

W1 14 4X109

A992Fy50

Steel I/W ide Flange

W hite

206. 5

296.4

51612.7

18605.5

48.4

W 14X120

A992Fy50

Steel I/W ide Flange

Yellow

227.7

390

57439.9

20603.5

55.2

W 14X132

A992Fy50

Steel I/W ide Flange

Blue

250.3

512

63683.4

22809.5

61.2

W1 14 4X145

A992Fy50

Steel I/W iid de Flange

Gray8Dark

275.5

632.7

71175.6

28178.9

64.9

W 14X159

A992Fy50

Steel I/W ide Flange

W hite

301. 3

820

79084

31 31134.1

72.1

W1 14 4X176

A992Fy50

Steel I/W ide Flange

Yellow

334.2

1103

89073.5

34880.2

81.4

W1 14 4X193

A992Fy50

Steel I/W iid de Flange

Magenta

366.5

1448.5

99 99895.5

38751.1

89

W 14X211

A992Fy50

Steel I/W ide Flange

Red

400

1856. 4

W 14X22

A992Fy50

Steel I/W ide Flange

Cyan

41. 9

8. 7

W1 14 4X233

A992Fy50

Steel I/W iid de Flange

Cyan

441.9

2476.6

125285.7 47866.6

110.5

W1 14 4X257

A992Fy50

Steel I/W iid de Flange

Green

487.7

3292.4

141518.7 53693.9

124.9

W 14X26

A992Fy50

Steel I/W ide Flange

Green

49. 6

14.9

10197.7

22.9

W1 14 4X283

A992Fy50

Steel I/W ide Flange

Blue

537.4

4328.8

W 14X30

A992Fy50

Steel I/W ide Flange

Yellow

57. 1

15.8

W1 14 4X311

A992F y5 y50

S te teel I/W iid de Flange

Gr ay ay8Dark

589.7

5660.7

W 14X34

A992Fy50

Steel I/W ide Flange

Magenta

64. 5

23.7

W1 14 4X342

A992Fy50

Steel I/W iid de Flange

Wh hiite

651. 6

7408. 9

203953.4 75337.9

173.9

W1 14 4X370

A992Fy50

Steel I/W iid de Flange

Yellow

703.2

9240.3

226429.9 82830.1

191.7

W 14X38

A992Fy50

Steel I/W ide Flange

Red

72. 3

33.2

16024.9

1111.3

28. 2

W1 14 4X398

A992Fy50

Steel I/W iid de Flange

Magenta

754.8

11363.1 249738.9 90322.2

209

W1 14 4X426

A992Fy50

Steel I/W iid de Flange

Red

806.5

13777.3 274712.7 98230.6

226.8

W1 14 4X455

A992Fy50

Steel I/W iid de Flange

Cyan

864.5

16441.1 299270.4 106555.2

247. 6

W1 14 4X500

A992F y5 y50

S te teel I/W iid de Flange

Magenta

948.4

21394.3

276. 9

W 14X61

A992Fy50

Steel I/W ide Flange

Cyan

115.5

91.2

26638.8

44 4453.7

33.6

W 14X68

A992Fy50

Steel I/W ide Flange

Green

129

125. 3

30 00 051.9

5036.4

37.5

W 14X74

A992Fy50

Steel I/W ide Flange

Blue

140. 6

161.1

33090.4

5577.5

41.2

Name

Material

Shape

W 12X106

A992Fy50

Steel I/W ide Flange

W 12X120

A992Fy50

W 12X136

Color  

Page 12 of 77

110717.6 42871.8 8283

291.4

370.9

99.3 20.3

159832.9 59937.3

139

12112.3

24

81 8 15.8

180228.2 67013.3

155.6

14151.9

25.7

969.8

34 341726 119874.7

 

Properties

25/6/2020

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

Area cm2

J cm4

I33 cm4

I22 cm4

As2 cm2

Steel I/W ide Flange

Gray8Dark

154.8

211

36670

6160.2

47. 1

A992Fy50

Steel I/W ide Flange

Cyan

49. 5

10.9

12528.6

39 3 99.2

25.3

W 16X31

A992Fy50

Steel I/W ide Flange

Yellow

58. 9

19.2

15608.7

516.1

28.2

W 16X36

A992Fy50

Steel I/W ide Flange

Magenta

68. 4

22.7

18647.2

10 1019.8

30.3

W 18X35

A992Fy50

Steel I/W ide Flange

Red

66. 5

21.1

21227.8

63 6 36.8

34. 3

W 18X40

A992Fy50

Steel I/W ide Flange

Cyan

76. 1

33.7

25473.4

795

36. 4

W 18X46

A992Fy50

Steel I/W ide Flange

Green

87. 1

50.8

29635.7

936.5

42

W 18X50

A992Fy50

Steel I/W ide Flange

Red

94. 8

51.6

33298.5

1669.1

41. 2

W 18X55

A992Fy50

Steel I/W ide Flange

Cyan

104.5

69.1

37044.6

18 1868.9

45.5

W 18X60

A992Fy50

Steel I/W ide Flange

Green

113.5

90. 3

40957.2

2085.3

48.7

W 21X44

A992Fy50

Steel I/W ide Flange

Blue

83. 9

32

35088.3

86 861.6

46.7

W 21X50

A992Fy50

Steel I/W ide Flange

Gray8Dark

94. 8

47.5

40957.2

10 1036.4

51

W 21X55

A992Fy50

Steel I/W ide Flange

Blue

104. 5

51. 6

47450.4

2014.6

50.3

W 21 21X57

A992Fy50

Steel I/W id ide Flange

Gray8Dark

107.7

73.7

48699.1

1 27 273.7

55.1

W 21X62

A992Fy50

Steel I/W ide Flange

W hite

118.1

76. 2

55358.8

2393.3

54.2

W 21X68

A992Fy50

Steel I/W ide Flange

Yellow

129

102

61602.3

2693

58. 5

W 24X55

A992Fy50

Steel I/W ide Flange

W hite

104.5

49. 1

56191.2

1211.2

60.1

W 24X62 W 24X68

A992Fy50 A992Fy50

Steel I/W ide Flange Steel I/W ide Flange

Magenta Yellow

117.4 129.7

71. 2 77. 8

64515.9 76170.4

1436 29 2930.3

65.7 63.5

W 24X76

A992Fy50

Steel I/W ide Flange

Red

144. 5

111. 6

87408.6

34 3433.9

67.8

W 24X84

A992Fy50

Steel I/W ide Flange

Cyan

159.4

154

98646.8

3929.2

73. 1

W 24 24X94

A992Fy50

Steel I/W id ide Flange

Yellow

178.7

218.9

11 112382.5

4536.9

80.7

W 27X102

A992Fy50

Steel I/W ide Flange

Red

193.5

219.8

150675.8

5785.6

90

Name

Material

Shape

W 14X82

A992Fy50

W 16X26

W2 27 7X114

A992Fy50

Steel I/W ide Flange

Cyan

216.8

305.1

1 16 69822.4

6618.1

100.4

W2 27 7X129

A992Fy50

Steel I/W ide Flange

Green

243.9

462

198126.2

7658.7

108.6

W 27X84

A992Fy50

Steel I/W ide Flange

Magenta

159.4

117

118626

44 4 412.1

79. 2

W 27 27X94

A992Fy50

Steel I/W id ide Flange

Magenta

178.1

167. 7

13 136107.7

5161.3

85

W 30X108

A992Fy50

Steel I/W ide Flange

Blue

204.5

207. 7

186055.4

60 6077

104.8

W3 30 0X116

A992Fy50

Steel I/W iid de Flange

Gray8Dark

220.6

267.6

205202.1

6826.2

109.4

W 30X124

A992Fy50

Steel I/W ide Flange

W hite

235. 5

332.6

223100

75 7533. 8

114

W3 30 0X132

A992Fy50

Steel I/W ide Flange

Yellow

250.3

404. 6

24 240165.5

8158.1

120.2

W 30X90

A992Fy50

Steel I/W ide Flange

Red

169. 7

118. 2

150259.5

4786.7

89.5

W 30X99

A992Fy50

Steel I/W ide Flange

Cyan

187.1

156. 9

166076.3 16

5327.8

99.6

W3 33 3X118

A992Fy50

Steel I/W ide Flange

Green

223.9

220.6

24 245576.5

7783.5

116.7

W3 33 3X130

A992Fy50

Steel I/W iid de Flange

Magenta

247.1

306. 8

27 279291.3

9073. 8

123.9

W 33X141

A992Fy50

Steel I/W ide Flange

Red

267.7

403.7

310092.4 10239.3 31

130

W3 33 3X152

A992Fy50

Steel I/W ide Flange

Cyan

289.7

516.1

3 33 39644.8 11363.1

137.2

W3 36 6X150

A992Fy50

Steel I/W ide Flange

Green

285.8

420.4

3 76 76273.2 11238.2

144.8

W3 36 6X160

A992Fy50

Steel I/W ide Flange

Blue

303.2

516. 1

406241.9 12278.8

151

W3 36 6X170

A992Fy50

Steel I/W iid de Flange

Gray8Dark

322.6

628.5

W3 36 6X182

A992Fy50

Steel I/W ide Flange

W hite

345. 8

770

Page 13 of 77

437043

13 13319.4

158.8

470341.5 14443.2

169.8

 

Properties

25/6/2020

Table 2.2 - Frame Section Property Definitions - Summary (Part 2 of 3) As3 cm2

S33Pos S33Neg S22Pos S22Neg cm3 cm3 cm3 cm3

Z33 cm3

Z22 cm3

R33 cm

R22 cm

Cw cm6

Fillet CG CG Radius Offset 3 Offset 2 cm cm cm

1562.5

15625

15 15625

11718.8

11718.8

23437.5

17578.1

1 14 4.4

10. 8

0

0

1171.9

8789. 1

8789.1

8789.1

8789.1

13183.6

13183.6

10. 8

10. 8

0

0

1. 9

10 1 0. 1

10.1

8 8..1

8. 1

1 12 2. 2

9 9..2

2.9

2. 1

0

0

3. 8

18.7

18.7

14. 6

14. 6

22.9

17. 2

2. 8

2

0

0

5. 1

23 23. 1

23.1

23. 1

23. 1

27.2

27. 2

3

3

0

0

13. 7

88 8 8. 4

8 88 8. 4

8 88 8. 4

8 88 8. 4

105.2

105.2

4 4..3

4. 3

0

0

6. 1

41.6

41.6

26. 5

26. 5

53.2

31. 8

3. 5

2

0

0

3

23.5

23.5

15. 7

15.7

29. 1

17.8

3.7

2. 1

0

0

12. 6

72 72.3

7 72 2. 3

7 72 2. 3

7 72 2. 3

8 86 6. 5

8 86 6. 5

3. 9

3. 9

0

0

6. 8

42 42. 5

42.5

42. 5

42. 5

49.5

49. 5

4

4

0

0

3. 8

24.7

24 24.7

2 24 4. 7

2 24 4. 7

2 28 8. 3

2 28 8. 3

4. 1

4. 1

0

0

9. 5

56.9

56.9

56. 9

56. 9

67 67

67

4

4

0

0

15. 8

11 117.4

117.4

117.4

117.4

138.8

138.8

4.9

4. 9

0

0

4. 9

65

65

32.6

32. 6

84.3

37.5

5 5..2

2. 1

0

0

37. 4

1213.7

1213.7

1 11 15.9

115.9

1 13 368.2

1 17 78. 2

20. 6

3.7

573052.3

0

0

222. 5

6025. 5

6 60 025. 5

2 20 083. 6

2 20 083.6

6 65 570.3

3 31 142.6

22. 2

13

29378255.2

0

0

8. 9

178.6

1 17 78.6

18

18

206. 5

28. 5

9.9

2

13616

0. 8

0

0

11. 6

226

226

23. 7

23. 7

262.2

37.7

10

2.1

18267

0. 8

0

0

14. 2

265.8

265.8

29.1

29.1

306. 4

45. 9

10.3

2. 1

22726.2

0. 8

0

0

17. 1

309.4

309.4

35

35

354

54.9

10.5

2. 2

27603.3

0. 8

0

0

37. 2

576

576

150.7

150. 7

635. 8

229. 4

10.7

4.9

212089.1

1.3

0

0

45. 5

690.5

690.5

184.6

184.6

766.9

281.9

10. 8

5

266709.5

1. 3

0

0

53. 5

804.8

804.8

218.2

218.2

899.6

332.7

11

5.1

321604.8

1. 3

0

0

73. 8

1095.7

1 10 095. 7

376.4

376.4

1222.5

573.5

11. 1

6.5

710457.3

1. 3

0

0

129. 9 146. 8

2370. 4 2677

2 23 370. 4 2677

808.6 919.3

808.6 919.3

2687.5 3048

12 1 230.7 1399.5

13. 9 14

7. 9 8

2853180.6 3322521

1.5 1. 5

0 0

0 0

166. 7

3032. 8

3 30 032. 8

1 10 051. 9

1 10 051.9

3 35 506.8

1 16 605.9

14. 2

8

3936576.4

1. 5

0

0

9. 6

244

244

19. 5

19. 5

285.1

31. 1

11. 7

1.9

21471.3

0. 8

0

0

188. 2

3420. 9

3 34 420. 9

1 11 190. 4

1 11 190.4

3 39 982.1

1819

14. 4

8.1

4628703.4

1.5

0

0

11. 4

281.3

281.3

23.2

23.2

329. 4

37

11. 9

2

25937.1

0. 8

0

0

211. 4

3862. 7

3862.7

1344.8

1344.8

4506.4

2064.8

14. 6

8. 2

5403411.6

1. 5

0

0

15. 1

349.2

349.2

30.7

30.7

404. 8

48. 8

12.3

2. 1

35459.2

0. 8

0

0

237. 6

4301. 6

4 43 301. 6

1520

1520

5096.4

2 23 343.4

14. 8

8. 2

6391736.8

1.5

0

0

261. 5

4771. 2

4771.2

1700.2

1700.2

5702.7

2605.5

14. 9

8. 3

7304567.5

1. 5

0

0

18. 4

415.7

415.7

37.9

37.9

480. 1

60

12. 5

2.2

43889.7

0. 8

0

0

26. 5

548

548

87. 4

87. 4

609.6

133.9

13.1

3. 8

162384.2

0.8

0

0

30. 8

634.2

634.2

102

102

706.3

156.7

13.2

3. 9

191935.8

0.8

0

0

61. 8

1151.2

1151.2

314

314

1276.6

476.9

13. 3

6. 3

854556.5

1.5

0

0

68. 8

1276

1276

350.7

350.7

1415.8

532.6

13. 4

6. 4

956944.4

1.5

0

0

Page 14 of 77

 

Properties

25/6/2020

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

As3 cm2

S33Pos S33Neg S22Pos S22Neg cm3 cm3 cm3 cm3

Z33 cm3

Z22 cm3

R33 cm

R22 cm

Cw cm6

Fillet CG CG Radius Offset 3 Offset 2 cm cm cm

86. 5

1590.7

1 15 590. 7

532.6

532.6

1769.8

806.2

13. 5

7.7

1752140.9

1. 5

0

0

95. 6

1749.7

1 17 749. 7

585.1

585.1

1950.1

889.8

13. 6

7.8

1982458

1. 5

0

0

105. 4

1940. 2

1 19 940. 2

652.8

652.8

2163.1

989.8

13. 7

7.8

2194124.2

1. 5

0

0

118. 1

2149. 7

2 21 149. 7

725.3

725.3

2408.9

11 1 106.1

13. 8

7. 9

2546109.5

1.5

0

0

135

2842

2842

1003.4

1 10 003.4

3 31 146.3

1 15 519.1

15.8

9. 5

5409369.1

1. 5

0

0

148. 6

3119. 2

3119.2

1103.6

1103.6

3474.1

1671.5

15. 9

9. 5

6143138.3

1. 5

0

0

162. 8

3411. 2

3 34 411. 2

1 12 221. 8

1 12 221.8

3 38 834.6

1 18 851.7

16

9. 5

6840964.2

1.5

0

0

181. 7

3786. 7

3786.7

1431.5

1431.5

4260.6

2179.5

16. 1

10. 1

8536651.7

1.5

0

0

199. 6

4151. 4

4151.4

1571.5

1571.5

4703.1

2392.5

16. 2

10. 2

9640491.4

1.5

0

0

221. 2

4614. 3

4614.3

1749.3

1749.3

5243.9

2671.1

16. 3

10. 2

10943740.9

1. 5

0

0

243. 1

5074. 7

5074.7

1943.5

1943.5

5817.4

2949.7

16. 5

10. 3

12326028

1. 5

0

0

265

5552.8

5552.8

2136.5

2136.5

6391

3244.6

16. 6

10. 4

13765301.8

1. 5

0

0

18

476.1

476.1

45.9

45. 9

544. 1

71.9

14.1

2.6

83692

1

0

0

294. 1

6165. 6

6165.6

2370.5

2370.5

7144.8

3621.5

16. 8

10. 4

15774924.6

1. 5

0

0

325. 2

6794. 6

6 67 794. 6

2 26 642. 4

2 26 642.4

7 79 980.5

4 40 031.2

17

10. 5

18236758

1.5

0

0

22. 7

577.7

577.7

58.1

58.1

658. 8

90. 8

14.3

2. 7

108673.6

1

0

0

358. 4

7536. 1

7536.1

2931.4

2931.4

8881.8

4490.1

17. 2

10. 6

20688437.1

1. 5

0

0

27. 9

691.1

691.1

95.4

95.4

775. 1

147. 3

14. 6

3.8

236308

1

0

0

393. 7

8298. 9

8298.9

3257.2

3257.2

9881.4

4981.7

17. 5

10. 7

23676218.7

1. 5

0

0

33

795.9

795.9

113.1

113.1

894.7

173. 7

14. 8

3.9

287257.8

1

0

0

435. 6

9176. 8

9176.8

3617.1

3617.1

1 11 1012.1

5 55 538.8

17. 7

10. 8

27538324.7

1. 5

0

0

471. 9

9960. 4

9960.4

3952.8

3952.8

1 12 2060.9

6 60 063.2

17. 9

10. 9

31052349.2

1. 5

0

0

37. 5

894.9

894.9

129.3

129.3

1007.8

198.3

14. 9

3.9

329976.9

1

0

0

508. 7

10745.6

10745.6

42 4284.3

4284.3

13126

6587.6

18. 2

10.9

34819068.6

1. 5

0

0

545. 9

11567.3

11567.3

4631.6

4631.6

14240.4

7112

18. 5

11

38850585.7

1. 5

0

0

579. 9

12402.4

12402.4

49 4994.2

4994.2

1 15 5338.3

7 76 669.1

18.6

11. 1

42460802.3

1. 5

0

0

639. 8

13728.3

13728.3

5552.3

5552.3

17206.4

8554

19

11. 2

49872095.7

1.5

0

0

69. 4

1509

1509

350.7

350.7

1671.5

537.5

15. 2

6. 2

1267973.7

1. 5

0

0

77. 4

1690.2

1 16 690. 2

396.6

396.6

1884.5

604.7

15. 3

6.2

1420756.7

1. 5

0

0

85. 3 92. 9

1834.9 2019.2

1 18 834. 9 2 20 019. 2

434.8 480.3

434.8 480.3

2064.8 2277.8

663.7 734.1

15. 3 15. 4

6.3 6.3

1628569.1 1781734.2

1. 5 1. 5

0 0

0 0

20. 4

628.3

628.3

57.1

57.1

724. 3

89. 8

15.9

2. 8

151425.1

1

0

0

26. 2

773

773

73. 5

73. 5

884.9

115.2

16.3

3

198993.1

1

0

0

32. 3

923.4

923.4

114.9

114.9

1048.8

177

16.5

3.9

393252.7

1

0

0

27. 4

944.3

944.3

83.6

83.6

1089.7

1 13 32. 1

17. 9

3.1

306527.8

1

0

0

34

1120.5

1120.5

104

104

1284. 7

1 16 63. 9

18. 3

3.2

386891.7

1

0

0

39. 4

1289.2

1289.2

121.7

121.7

1486.3

191.7

18. 4

3.3

461096.9

1

0

0

46

1456.6

1456.6

17 1 75.2

175.2

1 16 655.1

272

18. 7

4. 2

817418.5

1

0

0

51

1611.5

1611.5

19 1 95.4

195.4

1 18 835.4

303.2

18. 8

4.2

918549

1

0

0

56. 5

1772

1772

217.2

217.2

20 2 015.6

3 33 37.6

19

4.3

1029592.8

1

0

0

31. 5

1334.7

1 13 334. 7

104.4

104.4

1563.3

167.1

20. 5

3.2

567013.9

1. 3

0

0

37. 6

1550.5

1550.5

125

125

1802.6

199.9

20. 8

3. 3

684506.5

1.3

0

0

Page 15 of 77

 

Properties

25/6/2020

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

As3 cm2

S33Pos S33Neg S22Pos S22Neg cm3 cm3 cm3 cm3

Z33 cm3

Z22 cm3

R33 cm

R22 cm

Cw cm6

Fillet CG CG Radius Offset 3 Offset 2 cm cm cm

46. 1

1796.3

1 17 796. 3

193

193

2064.8

301.5

21. 3

4. 4

1333912.2

1. 3

0

0

45. 8

1817.3

1 18 817. 3

152.9

152.9

2113.9

242.5

21. 3

3.4

858623.1

1. 3

0

0

54. 5

2075.7

2 20 075. 7

228.7

228.7

2359.7

355.6

21. 7

4.5

1599813.1

1. 3

0

0

60. 9

2298.8

2 22 298. 8

256.4

256.4

2621.9

399.8

21. 8

4.6

1806745.3

1. 3

0

0

38. 1

1874.8

1 18 874. 8

136.1

136.1

2195.9

217.9

23. 2

3.4

1038179.4

1. 3

0

0

44. 7

2143.5

2 21 143. 5

160.6

160.6

2507.2

257.3

23. 4

3.5

1230158.1

1. 3

0

0

56. 4

2530.7

2 25 530. 7

257.2

257.2

2900.5

401.5

24. 2

4.8

2524131.9

1. 3

0

0

65. 7

2879.7

2 28 879. 7

300.8

300.8

3277.4

468.7

24. 6

4.9

2980598.5

1. 3

0

0

74. 7

3223

3223

343

343

3670.7

5 53 34. 2

24.9

5

3441366.1

1. 3

0

0

85. 3

3641.6

3 36 641. 6

393.9

393.9

4162.3

614.5

25. 1

5

4008484.2

1. 3

0

0

89. 2

4377.9

4 43 377. 9

455.6

455.6

4998.1

711.2

27. 9

5.5

6408985.6

1. 5

0

0

101

4898.1

4 48 898.1

515.9

515.9

5620.8

807.9

28

5. 5

7455184.4

1.5

0

0

118. 3

5652. 3

5652.3

603

603

6472.9

943. 9

28.5

5. 6

8643218.5

1.5

0

0

68. 8

3498.4

3 34 498. 4

347.4

347.4

3998.4

544.1

27. 3

5.3

4863174.5

1. 5

0

0

80. 1

3984.1

3 39 984. 1

406.4

406.4

4555.6

635.8

27. 6

5.4

5702388.2

1. 5

0

0

85. 8

4916.1

4 49 916. 1

455.7

455.7

5669.9

719.4

30. 2

5.5

8301675.8

1. 7

0

0

96

5385.9

5 53 385.9

511.9

511.9

6194.3

806.2

30. 5

5.6

9355241.4

1. 7

0

0

105

5816.9

5 58 816.9

565

565

6685.9

884. 9

30. 8

5. 7

10320181.8

1.7

0

0

112. 9

6241. 1

6 62 241. 1

611.8

611.8

7161.1

957

31

5.7

11119728.8

1. 7

0

0

68. 2

4010.7

4 40 010. 7

362.4

362.4

4637.5

568.6

29. 8

5.3

6407904

1. 7

0

0

75. 6

4403

4403

399.5

399.5

5112.8

632.5

29. 8

5. 3

7313543.2

1. 7

0

0

91. 5

5877.4

5 58 877. 4

532.9

532.9

6800.6

840.7

33. 1

5.9

13024119.7

1.8

0

0

105. 7

6643. 9

6 66 643. 9

621.3

621.3

7652.8

975

33.6

6.1

15127788.9

1.8

0

0

118. 7

7332. 3

7 73 332. 3

701.1

701.1

8423

1096.3

34

6. 2

17085820.6

1.8

0

0

132. 2

7983. 2

7 79 983. 2

771.3

771.3

9160.4

1211

34. 2

6. 3

19481957.1

1. 8

0

0

121. 3

8252. 9

8252.9

737.4

737.4

9520.9

1161.8

36. 3

6. 3

22212912.1

1. 9

0

0

131. 6

8885. 4

8885.4

805.7

805.7

10225.5

1266. 7

36. 6

6.4

24130958.8

1. 9

0

0

141. 9

9506. 3

9 95 506. 3

874

874

10946.6

1373.2

36. 8

6. 4

26202438.7

1.9

0

0

153. 5

10202.4

10202.4

939.9

939.9

11765.9

1486.3

36. 9

6. 5

28849493.4

1. 9

0

0

Table 2.2 - Frame Section Property Definitions - Summary (Part 3 of 3) PNA Area As2 As3 J I33 I22 Mass Weight Offset 2 Modifier  Modifier  Modifier  Modifier  Modifier  Modifier  Modifier  Modifier  cm

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

Page 16 of 77

 

Properties

25/6/2020

Table 2.2 - Frame Section Property Definitions - Summary (Part 3 of 3, continued) PNA Area As2 As3 J I33 I22 Mass Weight Offset 2 Modifier  Modifier  Modifier  Modifier  Modifier  Modifier  Modifier  Modifier  cm 0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

Page 17 of 77

 

Properties

25/6/2020

Table 2.2 - Frame Section Property Definitions - Summary (Part 3 of 3, continued) PNA Area As2 As3 J I33 I22 Mass Weight Offset 2 Modifier  Modifier  Modifier  Modifier  Modifier  Modifier  Modifier  Modifier  cm 0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

Page 18 of 77

 

Properties

25/6/2020

Table 2.2 - Frame Section Property Definitions - Summary (Part 3 of 3, continued) PNA Area As2 As3 J I33 I22 Mass Weight Offset 2 Modifier  Modifier  Modifier  Modifier  Modifier  Modifier  Modifier  Modifier  cm 0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

0

1

1

1

1

1

1

1

1

2.3 Shell Sections Table 2.3 - Area Section Property Definitions - Summary Total Deck Thickness Material cm

Name

Type

Element Type

Dec k k1 1

Deck

Membr a an ne Fc? 250 kg/cm2

16.3

Plank1

Slab

Mem b brr a an ne Fc? 250 kg/cm 2

20

Slab1

Slab

Shell- T Th hi n

F Fc c ? 250 k g/ g/cm 2

20

W al all1

Wa alll

Shell- T Th hin Fc? 250 kg/cm 2

25

Material

2.4 Reinforcement Sizes Table 2.4 - Reinforcing Bar Sizes Name

Diameter  cm

Area cm2

6

0. 6

0. 3

8

0. 8

0. 5

10

1

0. 8

12

1. 2

1. 1

14

1. 4

1. 5

16

1. 6

2

18

1. 8

2. 5

20

2

3. 1

22

2. 2

3. 8

25

2. 5

4. 9

Page 19 of 77

A992Fy50

Deck Depth cm 7. 5

 

Properties

25/6/2020

Table 2.4 - Reinforcing Bar Sizes (continued) Name

Diameter  cm

Area cm2

26

2. 6

5. 3

28

2. 8

6. 2

32

3. 2

8

36

3. 6

10. 2

40

4

12. 6

50

5

19. 6

2.5 Links Table 2.5 - Link Property Definitions - Summary

Name

Type

Link1

Linear

Defined Defined Degrees Mass Weight Length Area of  kgf-s2/m kgf  m m2 Freedom U1

0

0

1

2.6 Tendon Sections Table 2.6 - Tendon Section Properties Name

Material

Tendon1 A416Gr270

StrandArea cm2

Color

1

Blue

Page 20 of 77

Notes

1

 

 Assignments

25/6/2020

3 Assignments This chapter provides a listing of the assignments applied to the model. 3.1 Joint Assignme Assignments nts Table 3.1 - Joint Assignments Assignments - Summary Story

Label

UniqueName Diaphragm Restraints

TAPANCO

1

1

From Area

TAPANCO

2

2

From Area

TAPANCO

3

3

From Area

TAPANCO

4

4

From Area

TAPANCO

5

5

From Area

TAPANCO

10

10

From Area

TAPANCO

11

11

From Area

TAPANCO

12

12

From Area

TAPANCO

16

22

From Area

TAPANCO

7

7

From Area

TAPANCO

8

8

From Area

TAPANCO

9

9

From Area

TAPANCO

17

23

From Area

TAPANCO

18

24

From Area

TAPANCO

19

25

From Area

TAPANCO

20

26

From Area

TAPANCO

21

27

From Area

TAPANCO

22

28

From Area

TAPANCO

23

29

From Area

TAPANCO

24

30

From Area

TAPANCO

25

31

From Area

TAPANCO

28

34

From Area

TAPANCO

29

35

From Area

TAPANCO

30

36

From Area

TAPANCO

31

37

From Area

TAPANCO

33

39

From Area

CRUCE ESC 2

15

21

From Area

CRUCE ESC 1

14

20

From Area

Base

1

15

From Area

U UX X; UY; UZ

Base

2

14

From Area

U UX X; UY; UZ

Base

4

13

From Area

U UX X; UY; UZ

Base

5

18

From Area

U UX X; UY; UZ

Base

10

16

From Area

U UX X; UY; UZ

Base

12

17

From Area

U UX X; UY; UZ

Base

13

19

From Area

U UX X; UY; UZ

3.2 Frame Assignments

Page 21 of 77

 

 Assignments

25/6/2020

Table 3.2 - Frame Assignments - Summary

Design Length Analy Analysis sis Sectio Section n Type m

Des Design ign Sect Section ion

Max Min Station Number  Spacing Stations m

Story

Label

UniqueName

TAPANCO

B2

2

Beam

1.8

PTR 3X2 CAL 9

PTR 3X2 CAL 9

0. 5

TAPANCO

B4

4

Beam

3.36

PTR 3X2 CAL 14

PTR 3X2 CAL 14

0. 5

TAPANCO

B12

12

Beam

5. 85

PTR 3X2 CAL 14

PTR 3X2 CAL 14

0. 5

TAPANCO

B7

6

Beam

0. 5283

PTR 4X2 CAL 1/4

PTR 4X2 CAL 1/4

0. 5

TAPANCO

B8

7

Beam

0. 5283

PTR 4X2 CAL 1/4

PTR 4X2 CAL 1/4

0. 5

TAPANCO

B9

8

Beam

0. 5283

PTR 4X2 CAL 1/4

PTR 4X2 CAL 1/4

0. 5

TAPANCO

B14

9

Beam

0. 5283

PTR 4X2 CAL 1/4

PTR 4X2 CAL 1/4

0. 5

TAPANCO

B15

10

Beam

0.5283

PTR 4X2 CAL 1/4

PTR 4X2 CAL 1/4

0.5

TAPANCO

B16

23

Beam

0.5283

PTR 4X2 CAL 1/4

PTR 4X2 CAL 1/4

0.5

TAPANCO

B17

24

Beam

0.5283

PTR 4X2 CAL 1/4

PTR 4X2 CAL 1/4

0.5

TAPANCO

B18

25

Beam

0.5283

PTR 4X2 CAL 1/4

PTR 4X2 CAL 1/4

0.5

TAPANCO

B19

26

Beam

0.5283

PTR 4X2 CAL 1/4

PTR 4X2 CAL 1/4

0.5

TAPANCO

B20

27

Beam

0.5283

PTR 4X2 CAL 1/4

PTR 4X2 CAL 1/4

0.5

TAPANCO

B21

28

Beam

0.5283

PTR 4X2 CAL 1/4

PTR 4X2 CAL 1/4

0.5

TAPANCO

B22

29

Beam

0.5283

PTR 4X2 CAL 1/4

PTR 4X2 CAL 1/4

0.5

TAPANCO

B23

30

Beam

0. 5

PTR 4X2 CAL 1/4

PTR 4X2 CAL 1/4

0. 5

TAPANCO

B24

31

Beam

0. 5

PTR 4X2 CAL 1/4

PTR 4X2 CAL 1/4

0. 5

TAPANCO

B25

32

Beam

0. 5

PTR 4X2 CAL 1/4

PTR 4X2 CAL 1/4

0. 5

TAPANCO

B33

40

Beam

0. 69

PTR 3X2 CAL 14

PTR 3X2 CAL 14

0. 5

TAPANCO

B34

41

Beam

3. 36

PTR 3X2 CAL 14

PTR 3X2 CAL 14

0. 5

TAPANCO

B35

42

Beam

1.8002

PTR 3X2 CAL 14

PTR 3X2 CAL 14

0. 5

TAPANCO

B36

43

Beam

0. 69

PTR 3X2 CAL 14

PTR 3X2 CAL 14

0. 5

TAPANCO

B37

44

Beam

3. 36

PTR 3X2 CAL 14

PTR 3X2 CAL 14

0. 5

TAPANCO

B38

45

Beam

1.8009

PTR 3X2 CAL 14

PTR 3X2 CAL 14

0. 5

TAPANCO

B40

47

Beam

0. 69

PTR 3X2 CAL 14

PTR 3X2 CAL 14

0. 5

TAPANCO

B41

48

Beam

3. 36

PTR 3X2 CAL 14

PTR 3X2 CAL 14

0. 5

TAPANCO

B42

49

Beam

3. 36

PTR 3X2 CAL 14

PTR 3X2 CAL 14

0. 5

TAPANCO

B43

50

Beam

0. 69

PTR 3X2 CAL 14

PTR 3X2 CAL 14

0. 5

TAPANCO

B45

52

Beam

3. 36

PTR 3X2 CAL 14

PTR 3X2 CAL 14

0. 5

TAPANCO

B50

57

Beam

0.5696

PTR 3X2 CAL 14

PTR 3X2 CAL 14

0. 5

TAPANCO

C1

14

Column

2.6

PTR 5X5 CAL 1/4

PTR 5X5 CAL 1/4

3

TAPANCO

C2

15

Column

2.6

PTR 3X3 CAL 10

PTR 3X3 CAL 10

3

TAPANCO

C3

16

Column

2.6

PTR 3X3 CAL 10

PTR 3X3 CAL 10

3

TAPANCO

C4

17

Column

2.6

PTR 4X4 CAL 3/16

PTR 4X4 CAL 3/16

3

TAPANCO

C5

18

Column

2.6

PTR 4X4 CAL 3/16

PTR 4X4 CAL 3/16

3

TAPANCO

C6

19

Column

2.6

PTR 5X5 CAL 1/4

PTR 5X5 CAL 1/4

3

TAPANCO

D3

22

Brace

2.0616

PTR 3X2 CAL 9

PTR 3X2 CAL 9

3

CRUCE ESC 2

D2

21

Brace

0.9394

PTR 3X2 CAL 9

PTR 3X2 CAL 9

3

CRUCE ESC 1

D1

20

Brace

1.0404

PTR 3X2 CAL 9

PTR 3X2 CAL 9

3

Page 22 of 77

 

Loads

25/6/2020

4 Loads This chapter provides loading information as applied to the model. 4.1 Load Patterns Table 4.1 - Load Pattern Definitions Self 

Name

Is Auto Load

Type

Weight Multiplier 

Dead

No

Dead

1

Live

No

Live

0

Live inst W a

No

Reducible Live

0

Sismo X

No

Seismic (Drift)

0

User Coefficient

Sismo Y

No

Seismic (Drift)

0

User Coefficient

4.2 Auto Seismic Loading

Page 23 of 77

Auto Load

 

Loads

25/6/2020

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 Factors and Coefficients Equivalent Lateral Forces  

Base Shear Coefficient, C Base Shear, V

 

C = 0.4

V = CW 

Calculated Base Shear  Direction

Period Used (sec)

C

X

0

0

Applied Story Forces

Page 24 of 77

W (kgf)

V (kgf)

378.19815 151.2793

 

Loads

25/6/2020

Lateral Load to Stories - X 

TAPANCO

CRUCE ESC 2

CRUCE ESC 1

Base 0.00 1.00 2.00 3.00 4.00 5.00 6.00 Force, kgf 

Story

Elevation

X-Dir

Y-Dir  

m

kgf

kgf

2 2..6

0

0

 

1

0

0

 

0. 6

0

0

0

0

0

TAPANCO CRUCE ESC 2 CRUCE ESC 1 Base

 

Page 25 of 77

 

Loads

25/6/2020

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 Factors and Coefficients Equivalent Lateral Forces  

Base Shear Coefficient, C Base Shear, V

 

C = 0.4

V = CW 

Calculated Base Shear  Direction

Period Used (sec)

C

Y

0

0

Applied Story Forces

Page 26 of 77

W (kgf)

V (kgf)

378.19815 151.2793

 

Loads

25/6/2020

Lateral Load to Stories - Y 

TAPANCO

CRUCE ESC 2

CRUCE ESC 1

Base 0.00 1.00 2.00 3.00 4.00 5.00 6.00 Force, kgf 

Story

Elevation

X-Dir

Y-Dir  

m

kgf

kgf

2 2..6

0

0

TAPANCO CRUCE ESC 2

 

1

0

0

CRUCE ESC 1

 

0.6

0

0

0

0

0

Base

 

Page 27 of 77

 

Loads

25/6/2020

4.3 Applied Loads 4.3.1 Line Loads Table 4.4 - Frame Loads Assignments - Distributed (Part 1 of 2)

Load Type

Absolute Relative Relative Distance Distance Distance Distance Direction A Type A B m

Story

Label

UniqueName

Load Pattern

TAPANCO

B2

2

Dead

Force

Gravity

Relative

0

1

0

TAPANCO

B4

4

Dead

Force

Gravity

Relative

0

1

0

TAPANCO

B12

12

Dead

Force

Gravity

Relative

0

1

0

TAPANCO

B33

40

Dead

Force

Gravity

Relative

0

1

0

TAPANCO

B34

41

Dead

Force

Gravity

Relative

0

1

0

TAPANCO

B35

42

Dead

Force

Gravity

Relative

0

1

0

TAPANCO

B36

43

Dead

Force

Gravity

Relative

0

1

0

TAPANCO

B37

44

Dead

Force

Gravity

Relative

0

1

0

TAPANCO

B38

45

Dead

Force

Gravity

Relative

0

1

0

TAPANCO

B40

47

Dead

Force

Gravity

Relative

0

1

0

TAPANCO

B41

48

Dead

Force

Gravity

Relative

0

1

0

TAPANCO

B42

49

Dead

Force

Gravity

Relative

0

1

0

TAPANCO

B43

50

Dead

Force

Gravity

Relative

0

1

0

TAPANCO

B45

52

Dead

Force

Gravity

Relative

0

1

0

TAPANCO

B50

57

Dead

Force

Gravity

Relative

0

1

0

TAPANCO

D3

22

D ead

Force

Gravity

Relative

0

1

0

CRUCE ESC 2

D2 D2

21

Dead

Force

Gravity

Relative

0

1

0

CRUCE ESC 1

D1 D1

20

Dead

Force

Gravity

Relative

0

1

0

TAPANCO

B2

2

Live

Force

Gravity

Relative

0

1

0

TAPANCO

B4

4

Live

Force

Gravity

Relative

0

1

0

TAPANCO

B12

12

Li v e

Force

Gravity

Relative

0

1

0

TAPANCO

B33

40

Li v e

Force

Gravity

Relative

0

1

0

TAPANCO

B34

41

Li v e

Force

Gravity

Relative

0

1

0

TAPANCO

B35

42

Li v e

Force

Gravity

Relative

0

1

0

TAPANCO

B36

43

Li v e

Force

Gravity

Relative

0

1

0

TAPANCO

B37

44

Li v e

Force

Gravity

Relative

0

1

0

TAPANCO TAPANCO

B38 B40

45 47

Li v e Li v e

Force Force

Gravity Gravity

Relative Relative

0 0

1 1

0 0

TAPANCO

B41

48

Li v e

Force

Gravity

Relative

0

1

0

TAPANCO

B42

49

Li v e

Force

Gravity

Relative

0

1

0

TAPANCO

B43

50

Li v e

Force

Gravity

Relative

0

1

0

TAPANCO

B45

52

Li v e

Force

Gravity

Relative

0

1

0

TAPANCO

B50

57

Li v e

Force

Gravity

Relative

0

1

0

TAPANCO

D3

22

Li v e

Force

Gravity

Relative

0

1

0

CRUCE ESC 2

D2 D2

21

Li v e

Force

Gravity

Relative

0

1

0

CRUCE ESC 1

D1 D1

20

Li v e

Force

Gravity

Relative

0

1

0

TAPANCO

B2

2

Li v e i ns t W a

Force

Gravity

Relative

0

1

0

TAPANCO

B4

4

Li v e i ns t W a

Force

Gravity

Relative

0

1

0

TAPANCO

B12

12

Live inst W a

Force

Gravity

Relative

0

1

0

TAPANCO

B33

40

Live inst W a

Force

Gravity

Relative

0

1

0

TAPANCO

B34

41

Live inst W a

Force

Gravity

Relative

0

1

0

Page 28 of 77

 

Loads

25/6/2020

Table 4.4 - Frame Loads Assignments - Distributed (Part 1 of 2, continued)

Load Type

Absolute Relative Relative Distance Distance Distance Distance Direction A Type A B m

Story

Label

UniqueName

Load Pattern

TAPANCO

B35

42

Live inst W a

Force

Gravity

Relative

0

1

0

TAPANCO

B36

43

Live inst W a

Force

Gravity

Relative

0

1

0

TAPANCO

B37

44

Live inst W a

Force

Gravity

Relative

0

1

0

TAPANCO

B38

45

Live inst W a

Force

Gravity

Relative

0

1

0

TAPANCO

B40

47

Live inst W a

Force

Gravity

Relative

0

1

0

TAPANCO

B41

48

Live inst W a

Force

Gravity

Relative

0

1

0

TAPANCO

B42

49

Live inst W a

Force

Gravity

Relative

0

1

0

TAPANCO

B43

50

Live inst W a

Force

Gravity

Relative

0

1

0

TAPANCO

B45

52

Live inst W a

Force

Gravity

Relative

0

1

0

TAPANCO

B50

57

Live inst W a

Force

Gravity

Relative

0

1

0

TAPANCO

D3

22

Live inst W a

Force

Gravity

Relative

0

1

0

CRUCE ESC 2

D2

21

Live inst W a

Force

Gravity

Relative

0

1

0

CRUCE ESC 1

D1

20

Live inst W a

Force

Gravity

Relative

0

1

0

Table 4.4 - Frame Loads Assignments - Distributed (Part 2 of 2) Absolute Distance Force A Force B kgf/m kgf/m B m 1.8

45.91

45.91

3.36

45.91

45.91

5.85

45.91

45.91

0.69

91.82

91.82

3.36

91.82

91.82

1.8002

91.82

91.82

0.69

91.82

91.82

3.36

91.82

91.82

1.8009

91.82

91.82

0.69

91.82

91.82

3.36 3.36

91.82 91.82

91.82 91.82

0.69

91.82

91.82

3.36

91.82

91.82

0.5696

91.82

91.82

2.06 2.0616 16

101 101.93 .93

10 101. 1.9 93

0.93 0.9394 94

101 101.93 .93

10 101. 1.9 93

1.04 1.0404 04

101 101.93 .93

10 101. 1.9 93

1.8

36.73

36.73

3.36

36.73

36.73

5.85

36.73

36.73

0.69

73.46

73.46

3.36

73.46

73.46

1.8002

73.46

73.46

0.69

73.46

73.46

Page 29 of 77

 

Loads

25/6/2020

Table 4.4 - Frame Loads Assignments - Distributed (Part 2 of 2, continued) Absolute Distance Force A Force B B kgf/m kgf/m m 3.36

73.46

73.46

1.8009

73.46

73.46

0.69

73.46

73.46

3.36

73.46

73.46

3.36

73.46

73.46

0.69

73.46

73.46

3.36

73.46

73.46

0.5696

73.46

73.46

2.0616

81.54

81.54

0.9394

81.54

81.54

1.0404

81.54

81.54

1.8

30.72

30.72

3.36

30.72

30.72

5.85

30.72

30.72

0.69

61.44

61.44

3.36 1.8002

61.44 61.44

61.44 61.44

0.69

61.44

61.44

3.36

61.44

61.44

1.8009

61.44

61.44

0.69

61.44

61.44

3.36

61.44

61.44

3.36

61.44

61.44

0.69

61.44

61.44

3.36

61.44

61.44

0.5696

61.44

61.44

2.0616

91.74

91.74

0.9394

91.74

91.74

1.0404

91.74

91.74

4.4 Functions 4.4.1 Response Spectrum Functions Table 4.5 - Functions - Response Spectrum - Mexico NTC-2004

Name

Period sec

Value

NTC-2004 IIIA

0

0. 1

NT NTCC-20 2004 04 IIIA IIIA

0.1 0.1

0.14 0.1463 6384 84

NT NTCC-20 2004 04 IIIA IIIA

0.2 0.2

0.17 0.1719 1994 94

NT NTCC-20 2004 04 IIIA IIIA

0.3 0.3

0.19 0.1914 1432 32

NT NTCC-20 2004 04 IIIA IIIA

0.4 0.4

0.20 0.2066 6691 91

NT NTCC-20 2004 04 IIIA IIIA

0.5 0.5

0.21 0.2189 8986 86

NT NTCC-20 2004 04 IIIA IIIA

0.6 0.6

0.22 0.2222 2222 22

Seismic Seismic Ranking Correction Damping Behavior  Zone by Group Factor  Ratio Factor  IIIA

B

Page 30 of 77

2

0. 9

0.05

 

Loads

25/6/2020

Table 4.5 - Functions - Response Spectrum - Mexico M exico NTC-2004 (continued) Seismic Correction Damping Seismic Ranking Behavior  Factor  Ratio Zone by Group Factor 

Name

Period sec

Value

NT NTCC-20 2004 04 IIIA IIIA

0.7 0.7

0.22 0.2222 2222 22

NT NTCC-20 2004 04 IIIA IIIA

0.8 0.8

0.22 0.2222 2222 22

NT NTCC-20 2004 04 IIIA IIIA

0.9 0.9

0.22 0.2222 2222 22

NT CC- 2 20 004 IIIA

1

0.222222

NT NTCC-20 2004 04 IIIA IIIA

1.2 1.2

0.22 0.2222 2222 22

NT NTCC-20 2004 04 IIIA IIIA

1.5 1.5

0.22 0.2222 2222 22

NT NTCC-20 2004 04 IIIA IIIA

1.7 1.7

0.22 0.2222 2222 22

NTC-2004 IIIA

2

0. 18

NT CC- 2 20 004 IIIA

2. 5

0.1152

NTC-2004 IIIA

3

0. 08

NT NTCC-20 2004 04 IIIA IIIA

3.5 3.5

0.05 0.0587 8776 76

NTC-2004 IIIA

4

0. 045

NTC-2004 IIIA

5

0.0288

NTC-2004 IIIA

8

0.01125

NT CC- 2 20 004 IIIA

11

0.00595

NT CC- 2 20 004 IIIA

15

0.0032

Table 4.6 - Functions - Response Spectrum - User Defined Name

Period sec

Value

Damping Ratio

UnifRS

0

1

0.05

UnifRS

1

1

4.4.2 Time History Functions Table 4.7 - Functions - Time History - User Defined Name

Time sec

Value

RampTH

0

0

RampTH

1

1

RampTH UnifTH

4 0

1 1

UnifTH

1

1

4.5 Load Cases Table 4.8 - Load Case Definitions - Summary Name

Type

Modal

Modal - Eigen

Dead

Linear Static

Live

Linear Static

Li Live ve in inst st Wa

Li Line near ar Stat Static ic

Sismo Sismo X

Respon Response se Spectru Spectrum m

Sismo Sismo Y

Respon Response se Spectru Spectrum m

Page 31 of 77

 

Loads

25/6/2020

4.6 Load Combination Combinations s Table 4.9 - Load Combination Definitions Name

Type

Is Auto

Load Name

SF

Comb1 gravitacional

Linear Add

No

Dead

1.4

Live

1. 4

Dead

1. 1

Comb2 SISMO X

Live inst W a

1. 1

Comb2 SISMO X

Sismo X

1. 1

Comb2 SISMO X

Sismo Y

0. 33

Dead

1. 1

Comb3 SISMO Y

Live inst W a

1. 1

Comb3 SISMO Y

Sismo Y

1. 1

Comb3 SISMO Y

Sismo X

0. 33

Comb1 gravitacional

1

Comb4 ENV

Comb2 SISMO X

1

Comb4 ENV

Comb3 SISMO Y

1

Comb1 gravitacional Comb2 SISMO X

Comb3 SISMO Y

Comb4 ENV

Linear Add

Linear Add

Linear Add

No

No

No

Notes

DStlD1

Linear Add

Yes

D ead

1

Dead [Deflections]

DStlD2

Linear Add

Yes

D ead

1

Dead + Live [Deflections]

Live

1

DStlD2 DStlD2 DStlS1

Linear Add

Yes

Live inst W a Dead

1 1. 4

Dead [Strength]

DStlS2

Linear Add

Yes

Dead

1. 2

Dead + Live [Strength]

DStlS2

Live

1.6

DStlS2

Live inst W a

1.6

DStlS3

Linear Add

Yes

Dead

1. 4

Dead [Strength]

DStlS4

Linear Add

Yes

Dead

1. 2

Dead + Live [Strength]

Live

1.6

DStlS4 DStlS4

Live inst W a

1.6

Dead

1. 2

DStlS5

Live

0.5

DStlS5

Live inst W a

0.5

DStlS5

Sismo X

1

Dead

1. 2

DStlS6

Live

0.5

DStlS6

Live inst W a

0.5

DStlS6

Sismo Y

1

Dead

1. 2

Sismo X

1

Dead

1. 2

Sismo Y

1

Dead

0. 9

Sismo X

1

D ead

0. 9

Sismo Y

1

DStlS5

DStlS6

DStlS7

Linear Add

Linear Add

Linear Add

Yes

Yes

Yes

DStlS7 DStlS8

Linear Add

Yes

DStlS8 DStlS9

Linear Add

Yes

DStlS9 DStlS10 DStlS10

Linear Add

Yes

Page 32 of 77

Dead + Live + Response Spectrum [Strength]

Dead + Live + Response Spectrum [Strength]

Dead + Response Spectrum [Strength]

Dead + Response Spectrum [Strength]

Dead (min) + Response Spectrum [Strength]

Dead (min) + Response Spectrum [Strength]

 

 Analysis Results Results

25/6/2020

5 Analysis Results This chapter provides analysis results. 5.1 Structure Results Table 5.1 - Base Reactions (Part 1 of 2) Output C Ca ase

Case Type

Step

Step

FX

FY

FZ

MX

MY

MZ

Type

Number 

kgf 

kgf 

kgf 

kgf-m

kgf-m

kgf-m

Modal

LinModEigen

Mode

1

-31.0294

1. 1 .2094

0

-2.3895

-78.4994

40.213

Modal

LinModEigen

Mode

2

7.8578

2.9493

0

-5.5786

23.7632

-119.299

Modal

LinModEigen

Mode

3

1.0474

54.5314

0

-139.8589

4.2783

161.8244

Modal

LinModEigen

Mode

4

5.7624

11.9591

0

-34.6082

-28.1526

-6.0053

Modal

LinModEigen

Mode

5

-4.8417

-0 -0.4149

0

1.1981

1. 1125

-1.091

Modal

LinModEigen

Mode

6

15.3952

8.3987

0

1.7973

6. 2145

-16.1798

Modal

LinModEigen

Mode

7

4.6157

-2.2213

0

-27.6198

29.2396

11.2919

Modal

LinModEigen

Mode

8

-1.8052

-20.6589

0

3.6605

22.6061

-61.272

Modal

LinModEigen

Mo Mode

9

-208.0241 -276.1831

0

-165.6187

-195.7656

-1 -106.2272

Modal

LinModEigen

Mode

10

-64.7167

342.8253

0

45.9092

188.9674

534.7057

Modal

LinModEigen

Mode

11

0.9403

32.3233

0

5.3179

22.0155

71.5619

Modal

LinModEigen

Mode

12

-1.5871

9.4732

0

-2.4345

26.3994

13.566

Dead

LinStatic

0

0

3598.753

5830.3658

-10479.8426

0

Li v e

LinStatic

0

0

2477.1921

4046.4638

-7255.4869

0

Live inst W a

LinStatic

0

0

2167.0009

3461.5147

-6143.7093

0

Sismo X

LinRespSpec

Max

68.8594

3.0115

0

6.3084

174.3527

95.4918

Sismo Y

LinRespSpec

Max

3. 0115

64.1797

0

164.4816

8.8423

183.065

Comb1 gravitacional

Combination

0

0

8506.3231

13827.5613

-24829.4614

0

Comb2 SISMO X

Com b biination

Max

76.7392

24. 492

6342.3293

1 02 0282.2867

-18091.2012

16 165.4525

Comb2 SISMO X

Com b biination

Min

-7 76 6.7392

-24.492

6342.3293

1 01 0159.8504

- 18 18480.613

- 16 165.4525

Comb3 SISMO Y

Com b biination

Max

26.0363

71.5915

6342.3293

10404.08

- 18 18218.6442

232.8838

Comb3 SISMO Y

Com b biination

Min

-2 26 6.0363

-71.5915

6342.3293

10038.057

-18353.17

- 23 232.8838

C om b b4 4 ENV

Com b biination

Max

102.7755

96.0835

21 11 190.9818

34 34513.928

-6 -61139.3068

398.3362

C omb omb4 4 ENV ENV

Comb ombina ination tion

Mi Min n

-1 -102 02.7 .77 755

-9 -96. 6.08 0835 35

21 2119 190. 0.98 9818 18 34 340 025 25.4 .468 687 7

-616 -6166 63. 3.24 244 44

-39 -398. 8.33 3362 62

DStlS1

Combination

0

0

5038.2542

8162.5121

-14671.7797

0

DStlS2

Combination

0

0

11749.2124

19009.2045

-34014.5251

0

DStlS3

Combination

0

0

5038.2542

8162.5121

-14671.7797

0

DStlS4

Combination

0

0

11749.2124

19009.2045

-34014.5251

0

DStlS5

Combination

Max

68.8594

3.0115

6640.6001

10756.7365

-19101.0566

95.4918

DStlS5

Combination

Min

-68.8594

-3.0115

6640.6001

10744.1198

-19449.7619

-95.4918

DStlS6

Combination

Max

3.0115

64.1797

6640.6001

10914.9097

-19266.5669

183.065

DStlS6

Combination

Min

-3.0115

-64.1797

66 6640.6001

10585.9466

-19284.2516

-183.065

DStlS7

Combination

Max

68.8594

3.0115

4318.5036

7002.7473

-12401.4585

95.4918

DStlS7

Combination

Min

-68.8594

-3.0115

4318.5036

69 6990.1305

-12750.1638

-95.4918

DStlS8

Combination

Max

3.0115

64.1797

43 4 318.5036

7160.9205

-12566.9688

183.065

DStlS8

Combination

Min

-3.0115

-64.1797

43 4318.5036

68 6831.9573

-12584.6535

-183.065

DStlS9

Combination

Max

68.8594

3.0115

3238.8777

5253.6376

-9257.5057

95 95.4918

DStlS9

Combination

Min

-68.8594

-3 3..0115

3238.8777

5241.0208

- 96 9606.211

- 95 95.4918

DStlS10

Combination

Max

3.0115

64.1797

32 3 238.8777

5411.8108

-9423.016

183.065

DStlS10

Combination

Min

-3.0115

-64.1797

32 3238.8777

50 5082.8476

-9 -9440.7007

-1 -183.065

DStlD1

Combination

0

0

3598.753

5830.3658

-10479.8426

0

Page 33 of 77

 

 Analysis Results Results

25/6/2020

Table 5.1 - Base Reactions (Part 1 of 2, continued) Output C Ca ase

Case Type

DStlD2

Combination

Step Type

Step Number 

FX kgf 

FY kgf 

FZ kgf 

MX kgf-m

MY kgf-m

MZ kgf-m

0

0

8242.946

13338.3442

-23879.0389

0

Table 5.1 - Base Reactions (Part 2 of 2) X m

 Y m

Z m

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

Page 34 of 77

 

 Analysis Results Results

25/6/2020

Table 5.1 - Base Reactions (Part 2 of 2, continued) X m

 Y m

Z m

0

0

0

0

0

0

5.2 Story Results Table 5.2 - Story Drifts Story

Output Case

Case Type

Step Type

Step Direction Number 

Drift

Label

X m

 Y m

Z m

TAPANCO

Modal

LinModEigen

Mode

1

X

0.000682

5

5. 16

0

2.6

TAPANCO

Modal

LinModEigen

Mode

1

Y

0.000259

1 16 6

0.475

1.67

2. 6

TAPANCO

Modal

LinModEigen

Mode

2

X

0.001048

1 16 6

0.475

1.67

2. 6

TAPANCO

Modal

LinModEigen

Mode

2

Y

0.000777

2

0

1.67

2.6

TAPANCO

Modal

LinModEigen

Mode

3

X

0.000373

1 16 6

0.475

1.67

2. 6

TAPANCO

Modal

LinModEigen

Mode

3

Y

0.000681

12

5.16

3.17

2.6

TAPANCO

Modal

LinModEigen

Mode

4

X

0.004086

1 16 6

0.475

1.67

2. 6

TAPANCO

Modal

LinModEigen

Mode

4

Y

0.001855

1 16 6

0.475

1.67

2. 6

TAPANCO

Modal

LinModEigen

Mode

5

X

0.000644

4

1. 8

0

2.6

TAPANCO

Modal

LinModEigen

Mode

5

Y

0.000529

4

1. 8

0

2.6

TAPANCO

Modal

LinModEigen

Mode

6

X

0.001402

1 16 6

0.475

1.67

2. 6

TAPANCO

Modal

LinModEigen

Mode

6

Y

0.000925

1

0

3.17

2.6

TAPANCO

Modal

LinModEigen

Mode

7

X

0.000704

1 16 6

0.475

1.67

2. 6

TAPANCO

Modal

LinModEigen

Mode

7

Y

0.000394

2

0

1.67

2.6

TAPANCO

Modal

LinModEigen

Mode

8

X

0.000791

1 16 6

0.475

1.67

2. 6

TAPANCO

Modal

LinModEigen

Mode

8

Y

0.000221

1

0

3.17

2.6

TAPANCO

Modal

LinModEigen

Mode

9

Y

0.005491

1 16 6

0.475

1.67

2. 6

TAPANCO

Modal

LinModEigen

Mode

10

X

0.002703

1 16 6

0.475

1.67

2. 6

TAPANCO

Modal

LinModEigen

Mode

10

Y

0.000991

1 16 6

0.475

1.67

2. 6

Page 35 of 77

 

 Analysis Results Results

25/6/2020

Table 5.2 - Story Drifts (continued) Story

Output Case

Case Type

Step Type

Step Direction Number 

Drift

Label

X m

 Y m

Z m

TAPANCO

Modal

LinModEigen

Mode

11

X

0.000583

1 16 6

0.475

1.67

2. 6

TAPANCO

Modal

LinModEigen

Mode

11

Y

0.00017

16

0.475

1.67

2. 6

TAPANCO

Modal

LinModEigen

Mode

12

X

0.000348

1 16 6

0.475

1.67

2. 6

TAPANCO

Modal

LinModEigen

Mode

12

Y

0.000436

1 16 6

0.475

1.67

2. 6

TAPANCO

D ead

LinStatic

X

0.013076

16

0.475

1.67

2. 2 .6

TAPANCO

D ead

LinStatic

Y

0.007541

16

0.475

1.67

2. 2 .6

TAPANCO

Live

LinStatic

X

0.009747

16

0. 0.475

1.67

2. 2 .6

TAPANCO

Live

LinStatic

Y

0.005653

16

0. 0.475

1.67

2. 2 .6

TAPANCO

Live inst W a

LinStatic

X

0.010881

16

0.475

1.67

2. 6

TAPANCO

Live inst W a

LinStatic

Y

0.006469

16

0.475

1.67

2. 6

TAPANCO

Sismo X

LinRespSpec

Max

X

0.001497

5

5. 16

0

2.6

TAPANCO

Sismo X

LinRespSpec

Max

Y

0.000581

1 16 6

0.475

1.67

2. 6

TAPANCO

Sismo Y

LinRespSpec

Max

X

0.000523

1 16 6

0.475

1.67

2. 6

TAPANCO

Sismo Y

LinRespSpec

Max

Y

0.000766

12

5.16

3.17

2.6

TAPANCO

C Co omb1 gravitacional

Combination

X

0.031953

16 16

0.475

1.67

2. 6

TAPANCO

C Co omb1 gravitacional

Combination

Y

0.018472

16 16

0.475

1.67

2. 6

TAPANCO

Comb2 SISMO X

C Co ombination

Max

X

0.026944

16

0.475

1.67

2. 6

TAPANCO

Comb2 SISMO X

C Co ombination

Max

Y

0.014639

16

0.475

1.67

2. 6

TAPANCO

Comb2 SISMO X

C Co ombination

Min

X

0.025763

16

0.475

1.67

2. 6

TAPANCO

Comb2 SISMO X

C Co ombination

Min

Y

0.016183

16

0.475

1.67

2. 6

TAPANCO

Comb3 SISMO Y

C Co ombination

Max

X

0.027054

16

0.475

1.67

2. 6

TAPANCO

Comb3 SISMO Y

C Co ombination

Max

Y

0.014778

16

0.475

1.67

2. 6

TAPANCO

Comb3 SISMO Y

C Co ombination

Min

X

0.025653

16

0.475

1.67

2. 6

TAPANCO

Comb3 SISMO Y

C Co ombination

Min

Y

0.016044

16

0.475

1.67

2. 6

Page 36 of 77

 

 Analysis Results Results

25/6/2020

Table 5.2 - Story Drifts (continued) Story

Output Case

Case Type

Step Type

TAPANCO

Comb4 ENV

Combination

M Ma ax

TAPANCO

Comb4 ENV

Combination

TAPANCO

Comb4 ENV

TAPANCO

Step Direction Number 

Drift

Label

X m

 Y m

Z m

X

0.085951

1 16 6

0.475

1.67

2. 6

M Ma ax

Y

0.047889

1 16 6

0.475

1.67

2. 6

Combination

M Miin

X

0.083369

1 16 6

0.475

1.67

2. 6

Comb4 ENV

Combination

M Miin

Y

0.050699

1 16 6

0.475

1.67

2. 6

TAPANCO

DStlS1

Combination

X

0.018307

16

0.475

1.67

2. 6

TAPANCO

DStlS1

Combination

Y

0.010557

16

0.475

1.67

2. 6

TAPANCO

DStlS2

Combination

X

0.048698

16

0.475

1.67

2. 6

TAPANCO

DStlS2

Combination

Y

0.028445

16

0.475

1.67

2. 6

TAPANCO

DStlS3

Combination

X

0.018307

16

0.475

1.67

2. 6

TAPANCO

DStlS3

Combination

Y

0.010557

16

0.475

1.67

2. 6

TAPANCO

DStlS4

Combination

X

0.048698

16

0.475

1.67

2. 6

TAPANCO

DStlS4

Combination

Y

0.028445

16

0.475

1.67

2. 6

TAPANCO

DStlS5

Combination

Max

X

0.026385

16

0.475

1.67

2. 6

TAPANCO

DStlS5

Combination

Max

Y

0.014529

16

0.475

1.67

2. 6

TAPANCO

DStlS5

Combination

Min

X

0.025626

16

0.475

1. 1 . 67

2. 6

TAPANCO

DStlS5

Combination

Min

Y

0.015692

16

0.475

1. 1 . 67

2. 6

TAPANCO

DStlS6

Combination

Max

X

0.026529

16

0.475

1.67

2. 6

TAPANCO

DStlS6

Combination

Max

Y

0.014709

16

0.475

1.67

2. 6

TAPANCO

DStlS6

Combination

Min

X

0.025483

16

0.475

1. 1 . 67

2. 6

TAPANCO

DStlS6

Combination

Min

Y

0.015512

16

0.475

1. 1 . 67

2. 6

TAPANCO

DStlS7

Combination

Max

X

0.016071

16

0.475

1.67

2. 6

TAPANCO

DStlS7

Combination

Max

Y

0.008468

16

0.475

1.67

2. 6

TAPANCO

DStlS7

Combination

Min

X

0.015312

16

0.475

1. 1 . 67

2. 6

TAPANCO

DStlS7

Combination

Min

Y

0.00963

16

0.475

1. 1 .67

2. 6

Page 37 of 77

 

 Analysis Results Results

25/6/2020

Table 5.2 - Story Drifts (continued) Story

Output Case

Case Type

Step Type

TAPANCO

DStlS8

Combination

Max

TAPANCO

DStlS8

Combination

TAPANCO

DStlS8

TAPANCO

Step Direction Number 

Drift

Label

X m

 Y m

Z m

X

0.016214

16

0.475

1.67

2. 6

Max

Y

0.008648

16

0.475

1.67

2. 6

Combination

Min

X

0.015168

16

0.475

1. 1 . 67

2. 6

DStlS8

Combination

Min

Y

0.00945

16

0.475

1. 1 .67

2. 6

TAPANCO

DStlS9

Combination

Max

X

0.012148

16

0.475

1.67

2. 6

TAPANCO

DStlS9

Combination

Max

Y

0.006206

16

0.475

1.67

2. 6

TAPANCO

DStlS9

Combination

Min

X

0.011389

16

0.475

1. 1 . 67

2. 6

TAPANCO

DStlS9

Combination

Min

Y

0.007368

16

0.475

1. 1 . 67

2. 6

TAPANCO

DStlS10

Combination

Max

X

0.012292

16

0.475

1.67

2. 6

TAPANCO

DStlS10

Combination

Max

Y

0.006385

16

0.475

1.67

2. 6

TAPANCO

DStlS10

Combination

Min

X

0.011245

16

0.475

1.67

2. 6

TAPANCO

DStlS10

Combination

Min

Y

0.007188

16

0.475

1.67

2. 6

TAPANCO

DStlD1

Combination

X

0.013076

16

0.475

1.67

2. 6

TAPANCO

DStlD1

Combination

Y

0.007541

16

0.475

1.67

2. 6

TAPANCO

DStlD2

Combination

X

0.033705

16

0.475

1.67

2. 6

TAPANCO

DStlD2

Combination

Y

0.019663

16

0.475

1.67

2. 6

CRUCE ESC 2

Modal

LinModEigen

Mode

1

X

0.000558

15

0.475

0.37

1

CRUCE ESC 2

Modal

LinModEigen

Mode

1

Y

0.001507

15

0.475

0.37

1

CRUCE ESC 2

Modal

LinModEigen

Mode

2

Y

0.003381

15

0.475

0.37

1

CRUCE ESC 2

Modal

LinModEigen

Mode

3

Y

0.001847

15

0.475

0.37

1

CRUCE ESC 2

Modal

LinModEigen

Mode

4

Y

0.01135

15

0.475

0.37

1

CRUCE ESC 2

Modal

LinModEigen

Mode

5

X

0.000293

15

0.475

0.37

1

CRUCE ESC 2

Modal

LinModEigen

Mode

5

Y

0.001982

15

0.475

0.37

1

CRUCE ESC 2

Modal

LinModEigen

Mode

6

X

0.001281

15

0.475

0.37

1

Page 38 of 77

 

 Analysis Results Results

25/6/2020

Table 5.2 - Story Drifts (continued) Story

Output Case

Case Type

Step Type

Step Direction Number 

Drift

Label

X m

 Y m

Z m

CRUCE ESC 2

Modal

LinModEigen

Mode

6

Y

0.002386

15

0.475

0.37

1

CRUCE ESC 2

Modal

LinModEigen

Mode

7

Y

0.001725

15

0.475

0.37

1

CRUCE ESC 2

Modal

LinModEigen

Mode

8

Y

0.002629

15

0.475

0.37

1

CRUCE ESC 2

Modal

LinModEigen

Mode

9

X

0.010211

15

0.475

0.37

1

CRUCE ESC 2

Modal

LinModEigen

Mode

9

Y

0.017534

15

0.475

0.37

1

CRUCE ESC 2

Modal

LinModEigen

Mode

10

X

0.015643

15

0.475

0.37

1

CRUCE ESC 2

Modal

LinModEigen

Mode

10

Y

0.030243

15

0.475

0.37

1

CRUCE ESC 2

Modal

LinModEigen

Mode

11

X

0.00099

15

0.475

0.37

1

CRUCE ESC 2

Modal

LinModEigen

Mode

11

Y

0.000957

15

0.475

0.37

1

CRUCE ESC 2

Modal

LinModEigen

Mode

12

X

0.000428

15

0.475

0.37

1

CRUCE ESC 2

Modal

LinModEigen

Mode

12

Y

0.00042

15

0.475

0.37

1

CRUCE ESC 2

Dead

LinStatic

Y

0.044108

15

0.475

0. 0.37

1

CRUCE ESC 2

Live

LinStatic

Y

0.032961

15

0.475

0. 0.37

1

CRUCE ESC 2

Live inst W a

LinStatic

Y

0.037051

1 15 5

0.475

0.37

1

CRUCE ESC 2

Sismo X

LinRespSpec

Ma Max

X

0.001233

15

0.475

0.37

1

CRUCE ESC 2

Sismo X

LinRespSpec

Ma Max

Y

0.0033

15

0.475

0.37

1

CRUCE ESC 2

Sismo Y

LinRespSpec

Ma Max

Y

0.00242

15

0.475

0.37

1

Y

0.107897

15

0.475

0.37

1

CRUCE ESC 2 Comb1 gravitacional

Combination

CRUCE ESC 2

Comb2 SISMO X

Combination

Max

Y

0.093703

15

0.475

0.37

1

CRUCE ESC 2

Comb2 SISMO X

Combination

Min

Y

0.084847

15

0.475

0.37

1

CRUCE ESC 2

Comb3 SISMO Y

Combination

Max

Y

0.093026

15

0.475

0.37

1

CRUCE ESC 2

Comb3 SISMO Y

Combination

Min

Y

0.085524

15

0.475

0.37

1

CRUCE ESC 2

Comb4 ENV

Combination

Max

Y

0.294626

15

0.475

0.37

1

CRUCE ESC 2

Comb4 ENV

Combination

Min

Y

0.278267

15

0.475

0.37

1

CRUCE ESC 2

DStlS1

Combination

Y

0.061751

15

0.475

0.37

1

Page 39 of 77

 

 Analysis Results Results

25/6/2020

Table 5.2 - Story Drifts (continued) Drift

Label

X m

 Y m

Z m

Y

0.164949

15

0.475

0.37

1

Combination

Y

0.061751

15

0.475

0.37

1

DStlS4

Combination

Y

0.164949

15

0.475

0.37

1

CRUCE ESC 2

DStlS5

Combination

M Ma ax

Y

0.091235

1 15 5

0.475

0.37

1

CRUCE ESC 2

DStlS5

Combination

Min

Y

0.084636

15 15

0.475

0.37

1

CRUCE ESC 2

DStlS6

Combination

M Ma ax

Y

0.090356

1 15 5

0.475

0.37

1

CRUCE ESC 2

DStlS6

Combination

Min

Y

0.085515

15 15

0.475

0.37

1

CRUCE ESC 2

DStlS7

Combination

M Ma ax

Y

0.056229

1 15 5

0.475

0.37

1

CRUCE ESC 2

DStlS7

Combination

M Miin

Y

0.04963

15

0.475

0.37

1

CRUCE ESC 2

DStlS8

Combination

M Ma ax

Y

0.05535

15

0.475

0.37

1

CRUCE ESC 2

DStlS8

Combination

Min

Y

0.050509

15 15

0.475

0.37

1

CRUCE ESC 2

DStlS9

Combination

M Ma ax

Y

0.042997

1 15 5

0.475

0.37

1

CRUCE ESC 2

DStlS9

Combination

Min

Y

0.036397

15 15

0.475

0.37

1

CRUCE ESC 2

DStlS10

Combination

M Ma ax

Y

0.042117

1 15 5

0.475

0.37

1

CRUCE ESC 2

DStlS10

Combination

Min

Y

0.037277

15 15

0.475

0.37

1

CRUCE ESC 2

DStlD1

Combination

Y

0.044108

15

0.475

0.37

1

CRUCE ESC 2

DStlD2

Combination

Y

0.11412

1 15 5

0.475

0.37

1

CRUCE ESC 1

Modal

LinModEigen

Mode

1

X

0.002062

14

1.325

0.37

0. 6

CRUCE ESC 1

Modal

LinModEigen

Mode

1

Y

0.000235

14

1.325

0.37

0. 6

CRUCE ESC 1

Modal

LinModEigen

Mode

2

X

0.00223

14

1.325

0.37

0. 6

CRUCE ESC 1

Modal

LinModEigen

Mode

3

X

0.00093

14

1.325

0.37

0. 6

CRUCE ESC 1

Modal

LinModEigen

Mode

3

Y

0.000466

14

1.325

0.37

0. 6

CRUCE ESC 1

Modal

LinModEigen

Mode

4

X

0.011033

14

1.325

0.37

0. 6

CRUCE ESC 1

Modal

LinModEigen

Mode

4

Y

0.003259

14

1.325

0.37

0. 6

CRUCE ESC 1

Modal

LinModEigen

Mode

5

X

0.001863

14

1.325

0.37

0. 6

CRUCE ESC 1

Modal

LinModEigen

Mode

5

Y

0.000709

14

1.325

0.37

0. 6

Story

Output Case

Case Type

CRUCE ESC 2

DStlS2

Combination

CRUCE ESC 2

DStlS3

CRUCE ESC 2

Step Type

Step Direction Number 

Page 40 of 77

 

 Analysis Results Results

25/6/2020

Table 5.2 - Story Drifts (continued) Story

Output Case

Case Type

Step Type

Step Direction Number 

Drift

Label

X m

 Y m

Z m

CRUCE ESC 1

Modal

LinModEigen

Mode

6

X

0.002826

14

1.325

0.37

0. 6

CRUCE ESC 1

Modal

LinModEigen

Mode

6

Y

0.002519

14

1.325

0.37

0. 6

CRUCE ESC 1

Modal

LinModEigen

Mode

7

X

0.000411

14

1.325

0.37

0. 6

CRUCE ESC 1

Modal

LinModEigen

Mode

7

Y

0.000134

14

1.325

0.37

0. 6

CRUCE ESC 1

Modal

LinModEigen

Mode

8

X

0.000446

14

1.325

0.37

0. 6

CRUCE ESC 1

Modal

LinModEigen

Mode

8

Y

0.000187

14

1.325

0.37

0. 6

CRUCE ESC 1

Modal

LinModEigen

Mode

9

X

0.007283

14

1.325

0.37

0. 6

CRUCE ESC 1

Modal

LinModEigen

Mode

9

Y

0.00269

14

1.325

0.37

0. 6

CRUCE ESC 1

Modal

LinModEigen

Mode

10

X

0.003451

14

1.325

0.37

0. 6

CRUCE ESC 1

Modal

LinModEigen

Mode

10

Y

0.01699

14

1.325

0.37

0. 6

CRUCE ESC 1

Modal

LinModEigen

Mode

11

X

0.000286

14

1.325

0.37

0. 6

CRUCE ESC 1

Modal

LinModEigen

Mode

11

Y

0.000695

14

1.325

0.37

0. 6

CRUCE ESC 1

Modal

LinModEigen

Mode

12

X

0.000224

14

1.325

0.37

0. 6

CRUCE ESC 1

Modal

LinModEigen

Mode

12

Y

0.000202

14

1.325

0.37

0. 6

CRUCE ESC 1

Dead

LinStatic

X

0.035697

14

1.325

0. 0 . 37

0. 6

CRUCE ESC 1

Dead

LinStatic

Y

0.015701

14

1.325

0. 0 . 37

0. 6

CRUCE ESC 1

Live

LinStatic

X

0.026673

14

1.325

0. 0.37

0. 6

CRUCE ESC 1

Live

LinStatic

Y

0.011729

14

1.325

0. 0.37

0. 6

CRUCE ESC 1

Live inst W a

LinStatic

X

0.029923

1 14 4

1.325

0.37

0. 6

CRUCE ESC 1

Live inst W a

LinStatic

Y

0.013206

14 14

1.325

0.37

0. 6

CRUCE ESC 1

Sismo X

LinRespSpec

Ma M ax

X

0.004508

14

1.325

0.37

0. 6

CRUCE ESC 1

Sismo X

LinRespSpec

Ma M ax

Y

0.000518

14

1.325

0.37

0. 6

CRUCE ESC 1

Sismo Y

LinRespSpec

Ma M ax

X

0.001325

14

1.325

0.37

0. 6

CRUCE ESC 1

Sismo Y

LinRespSpec

Ma M ax

Y

0.000582

14

1.325

0.37

0. 6

Page 41 of 77

 

 Analysis Results Results

25/6/2020

Table 5.2 - Story Drifts (continued) Story

Output Case

Case Type

Step Type

Step Direction Number 

Drift

Label

X m

 Y m

Z m

CRUCE ESC 1 Comb1 gravitacional

Combination

X

0.087318

14

1.325

0.37

0. 6

CRUCE ESC 1 Comb1 gravitacional

Combination

Y

0.038402

14

1.325

0.37

0. 6

CRUCE ESC 1

Comb2 SISMO X

Combination

Max

X

0.066785

14

1.325

0.37

0. 6

CRUCE ESC 1

Comb2 SISMO X

Combination

Max

Y

0.031035

14

1.325

0.37

0. 6

CRUCE ESC 1

Comb2 SISMO X

Combination

Min

X

0.077578

14

1.325

0.37

0. 6

CRUCE ESC 1

Comb2 SISMO X

Combination

Min

Y

0.03256

14

1.325

0.37

0. 6

CRUCE ESC 1

Comb3 SISMO Y

Combination

Max

X

0.069237

14

1.325

0.37

0. 6

CRUCE ESC 1

Comb3 SISMO Y

Combination

Max

Y

0.030986

14

1.325

0.37

0. 6

CRUCE ESC 1

Comb3 SISMO Y

Combination

Min

X

0.075127

14

1.325

0.37

0. 6

CRUCE ESC 1

Comb3 SISMO Y

Combination

Min

Y

0.032609

14

1.325

0.37

0. 6

CRUCE ESC 1

Comb4 ENV

Combination

Max

X

0.22334

14

1.325

0.37

0. 6

CRUCE ESC 1

Comb4 ENV

Combination

Max

Y

0.100423

14

1.325

0.37

0. 6

CRUCE ESC 1

Comb4 ENV

Combination

Min

X

0.240023

14

1.325

0.37

0. 6

CRUCE ESC 1

Comb4 ENV

Combination

Min

Y

0.103571

14

1.325

0.37

0. 6

CRUCE ESC 1

DStlS1

Combination

X

0.049976

14

1.325

0.37

0. 6

CRUCE ESC 1

DStlS1

Combination

Y

0.021982

14

1.325

0.37

0. 6

CRUCE ESC 1

DStlS2

Combination

X

0.13339

14 14

1.325

0.37

0. 6

CRUCE ESC 1

DStlS2

Combination

Y

0.058736

14

1.325

0.37

0. 6

CRUCE ESC 1

DStlS3

Combination

X

0.049976

14

1.325

0.37

0. 6

CRUCE ESC 1

DStlS3

Combination

Y

0.021982

14

1.325

0.37

0. 6

CRUCE ESC 1

DStlS4

Combination

X

0.13339

14 14

1.325

0.37

0. 6

CRUCE ESC 1

DStlS4

Combination

Y

0.058736

14

1.325

0.37

0. 6

CRUCE ESC 1

DStlS5

Combination

M Ma ax

X

0.066626

1 14 4

1.325

0.37

0. 6

CRUCE ESC 1

DStlS5

Combination

M Ma ax

Y

0.03079

14

1.325

0.37

0. 6

CRUCE ESC 1

DStlS5

Combination

Min

X

0.075643

14 14

1.325

0.37

0. 6

CRUCE ESC 1

DStlS5

Combination

Min

Y

0.031827

14 14

1.325

0.37

0. 6

Page 42 of 77

 

 Analysis Results Results

25/6/2020

Table 5.2 - Story Drifts (continued) Story

Output Case

Case Type

Step Type

CRUCE ESC 1

DStlS6

Combination

M Ma ax

CRUCE ESC 1

DStlS6

Combination

CRUCE ESC 1

DStlS6

CRUCE ESC 1

Step Direction Number 

Drift

Label

X m

 Y m

Z m

X

0.069809

1 14 4

1.325

0.37

0. 6

M Ma ax

Y

0.030726

1 14 4

1.325

0.37

0. 6

Combination

Min

X

0.072459

14 14

1.325

0.37

0. 6

DStlS6

Combination

Min

Y

0.031891

14 14

1.325

0.37

0. 6

CRUCE ESC 1

DStlS7

Combination

M Ma ax

X

0.038328

1 14 4

1.325

0.37

0. 6

CRUCE ESC 1

DStlS7

Combination

M Ma ax

Y

0.018323

1 14 4

1.325

0.37

0. 6

CRUCE ESC 1

DStlS7

Combination

Min

X

0.047345

14 14

1.325

0.37

0. 6

CRUCE ESC 1

DStlS7

Combination

Min

Y

0.01936

14

1.325

0.37

0. 6

CRUCE ESC 1

DStlS8

Combination

M Ma ax

X

0.041512

1 14 4

1.325

0.37

0. 6

CRUCE ESC 1

DStlS8

Combination

M Ma ax

Y

0.018259

1 14 4

1.325

0.37

0. 6

CRUCE ESC 1

DStlS8

Combination

Min

X

0.044161

14 14

1.325

0.37

0. 6

CRUCE ESC 1

DStlS8

Combination

Min

Y

0.019424

14 14

1.325

0.37

0. 6

CRUCE ESC 1

DStlS9

Combination

M Ma ax

X

0.027619

1 14 4

1.325

0.37

0. 6

CRUCE ESC 1

DStlS9

Combination

M Ma ax

Y

0.013613

1 14 4

1.325

0.37

0. 6

CRUCE ESC 1

DStlS9

Combination

Min

X

0.036636

14 14

1.325

0.37

0. 6

CRUCE ESC 1

DStlS9

Combination

Min

Y

0.01465

14

1.325

0.37

0. 6

CRUCE ESC 1

DStlS10

Combination

M Ma ax

X

0.030802

1 14 4

1.325

0.37

0. 6

CRUCE ESC 1

DStlS10

Combination

M Ma ax

Y

0.013549

1 14 4

1.325

0.37

0. 6

CRUCE ESC 1

DStlS10

Combination

Min

X

0.033452

14 14

1.325

0.37

0. 6

CRUCE ESC 1

DStlS10

Combination

Min

Y

0.014714

14 14

1.325

0.37

0. 6

CRUCE ESC 1

DStlD1

Combination

X

0.035697

14

1.325

0.37

0. 6

CRUCE ESC 1

DStlD1

Combination

Y

0.015701

14

1.325

0.37

0. 6

CRUCE ESC 1

DStlD2

Combination

X

0.092293

14

1.325

0.37

0. 6

CRUCE ESC 1

DStlD2

Combination

Y

0.040635

14

1.325

0.37

0. 6

Page 43 of 77

 

 Analysis Results Results

25/6/2020

Table 5.3 - Story Forces (Part 1 of 2) Story

Output Case

Case Type

Step Type

Step Location Number 

P kgf 

VX kgf 

VY kgf 

TAPANCO

Modal

LinModEigen

Mode

1

Top

0

-29.7807

0.7503

TAPANCO

Modal

LinModEigen

Mode

1

Bottom

3.3668

-1.7431

-0 - 0. 7157

TAPANCO

Modal

LinModEigen

Mode

2

Top

0

9.7518

1. 1 .6566

TAPANCO

Modal

LinModEigen

Mode

2

Bottom

-0.8862

1.4399

-0.3132

TAPANCO

Modal

LinModEigen

Mode

3

Top

0

1.9308

53.3741

TAPANCO

Modal

LinModEigen

Mode

3

Bottom

-1.0869

1.0296

0.4536

TAPANCO

Modal

LinModEigen

Mode

4

Top

0

-18.7309

14.884

TAPANCO

Modal

LinModEigen

Mode

4

Bottom

0.8207

-13.7625

7. 7 .7391

TAPANCO

Modal

LinModEigen

Mode

5

Top

0

2.9001

-0 -0.8019

TAPANCO

Modal

LinModEigen

Mode

5

Bottom

-1.5799

5.2502

-1.1652

TAPANCO

Modal

LinModEigen

Mode

6

Top

0

-3.4483

-4 - 4.331

TAPANCO

Modal

LinModEigen

Mode

6

Bottom

0.3894

-11.5244

-2.1408

TAPANCO

Modal

LinModEigen

Mode

7

Top

0

14.3756

18.3193

TAPANCO

Modal

LinModEigen

Mode

7

Bottom

10.2556

-0.1289

9.5442

TAPANCO

Modal

LinModEigen

Mode

8

Top

0

13.6261

11.3073

TAPANCO

Modal

LinModEigen

Mode

8

Bottom

16.0414

-0.3554

16 1 6.3882

TAPANCO

Modal

LinModEigen

Mode

9

Top

0

-32.311

261.3636

TAPANCO TAPANCO

Modal Modal

LinModEigen LinModEigen

Mode Mode

9 10

Bottom Top

209.647 0

-22.1981 189.312

258.6758 -91.5237

TAPANCO

Modal

LinModEigen

Mode

10

Bottom

-98.349

189.7108

-89.0694

TAPANCO

Modal

LinModEigen

Mode

11

Top

0

17.3613

-13.3592

TAPANCO

Modal

LinModEigen

Mode

11

Bottom

-15.1586

18.7518

-14.6741

TAPANCO

Modal

LinModEigen

Mode

12

Top

0

11.7716

0. 0.7725

TAPANCO

Modal

LinModEigen

Mode

12

Bottom

-5.3269

5.7138

0.6755

TAPANCO

Dead

LinStatic

Top

2917.0571

0

0

TAPANCO

Dead

LinStatic

Bottom

-39.9342

-9.2304

-84.3557

TAPANCO

Live

LinStatic

Top

2147.6563

0

0

TAPANCO

Live

LinStatic

Bottom

-30

-6.9257

-63.0762

TAPANCO

Live inst W a

LinStatic

Top

1796.2429

0

0

TAPANCO

Live inst W a

LinStatic

Bottom

-34.4435

-8.1401

-70.8357

TAPANCO

Sismo X

LinRespSpec

Max

Top

0

66.1746

2.1201

TAPANCO

Sismo X

LinRespSpec

Max

Bottom

7.4774

3.9227

1.5982

TAPANCO

Sismo Y

LinRespSpec

Max

Top

0

3.6772

62.7451

TAPANCO

Sismo Y

LinRespSpec

Max

Bottom

1.3513

1.3896

0.6905

TAPANCO

Comb1 gravitacional

Combination

Top

7090.5987

0

0

TAPANCO

Comb1 gravitacional

Combination

Bottom

-97.9078

-22.6186

-206.4048

TAPANCO

Comb2 SISMO X

Combination

Max

Top

5184.63

74.0055

23.038

TAPANCO

Comb2 SISMO X

Combination

Max

Bottom

-73.1444

-14.334

-1 - 168.7246

TAPANCO

Comb2 SISMO X

Combination

Min

Top

5184.63

-74.0055

-23.038

TAPANCO

Comb2 SISMO X

Combination

Min

Bottom

-90.4866

-23.8812

-172.6965

TAPANCO

Comb3 SISMO Y

Combination

Max

Top

5184.63

25.8826

69.7192

TAPANCO

Comb3 SISMO Y

Combination

Max

Bottom

-77.8615

-16.2845

-169.4236

TAPANCO

Comb3 SISMO Y

Combination

Min

Top

5184.63

-25.8826

-6 -69.7192

TAPANCO

Comb3 SISMO Y

Combination

Min

Bottom

-85.7694

-21.9307

-171.9975

TAPANCO

Comb4 ENV

Combination

Max

T op

17459.8587

99.8881

92.7573

Page 44 of 77

 

 Analysis Results Results

25/6/2020

Table 5.3 - Story Forces (Part 1 of 2, continued) Story

Output Case

Case Type

Step Type

TAPANCO

Comb4 ENV

Combination

Max

TAPANCO

Comb4 ENV

Combination

TAPANCO

Comb4 ENV

Combination

TAPANCO TAPANCO

DStlS1 DStlS1

TAPANCO

Step Location Number 

P kgf 

VX kgf 

VY kgf 

Bottom

-248.9138

-5 -53.2371

-544.5531

Min

Top

17459.8587

-99.8881

-92.7573

Min

Bottom

-274.1638

-6 -68.4305

-551.0987

Combination Combination

Top Bottom

4083.8799 -55.9079

0 -12.9226

0 -118.098

DStlS2

Combination

Top

9810.7072

0

0

TAPANCO

DStlS2

Combination

Bottom

-151.0306

-35.1818

-315.486

TAPANCO

DStlS3

Combination

Top

4083.8799

0

0

TAPANCO

DStlS3

Combination

Bottom

-55.9079

-12.9226

-118.098

TAPANCO

DStlS4

Combination

Top

9810.7072

0

0

TAPANCO

DStlS4

Combination

Bottom

-151.0306

-35.1818

-315.486

TAPANCO

DStlS5

Combination

Max

Top

5472.4181

66.1746

2.1201

TAPANCO

DStlS5

Combination

Ma Max

Bottom

-72.6654

-14.6867

-166.5846

TAPANCO

DStlS5

Combination

M Miin

Top

5472.4181

-66.1746

-2.1201

TAPANCO

DStlS5

Combination

Mi Min

Bottom

-87.6202

-22.5322

-169.7811

TAPANCO

DStlS6

Combination

Max

Top

5472.4181

3.6772

62.7451

TAPANCO

DStlS6

Combination

Ma Max

Bottom

-78.7915

-17.2198

-167.4924

TAPANCO

DStlS6

Combination

M Miin

Top

5472.4181

-3.6772

-62.7451

TAPANCO

DStlS6

Combination

Mi Min

Bottom

-81.4941

--1 19.999

-168.8733

TAPANCO

DStlS7

Combination

Max

Top

3500.4685

66.1746

2.1201

TAPANCO

DStlS7

Combination

Max

Bottom

-40.4436

-7 - 7.1538

-99.6287

TAPANCO

DStlS7

Combination

M Miin

Top

3500.4685

-66.1746

-2.1201

TAPANCO

DStlS7

Combination

Mi Min

Bottom

-55.3984

-14.9993

-102.8251

TAPANCO

DStlS8

Combination

Max

Top

3500.4685

3.6772

62.7451

TAPANCO

DStlS8

Combination

Ma Max

Bottom

-46.5698

- 9.6869

-100.5364

TAPANCO

DStlS8

Combination

M Miin

Top

3500.4685

-3.6772

-62.7451

TAPANCO

DStlS8

Combination

Mi Min

Bottom

-49.2723

-12.4661

-101.9174

TAPANCO

DStlS9

Combination

Max

Top

2625.3514

66.1746

2.1201

TAPANCO

DStlS9

Combination

Max

Bottom

-28.4634

-4 - 4.3846

-74.3219

TAPANCO

DStlS9

Combination

M Miin

Top

2625.3514

-66.1746

-2.1201

TAPANCO TAPANCO

DStlS9 DStlS10

Combination Combination

Mi M in Max

Bottom Top

-43.4182 2625.3514

-12.2301 3.6772

-77.5184 62.7451 62

TAPANCO

DStlS10

Combination

Max

Bottom

-34.5895

--6 6.9178

-75.2297

TAPANCO

DStlS10

Combination

M Miin

Top

2625.3514

-3.6772

-62.7451

TAPANCO

DStlS10

Combination

M Miin

Bottom

-37.2921

-9.697

-76.6106

TAPANCO

DStlD1

Combination

T op

2917.0571

0

0

TAPANCO

DStlD1

Combination

Bottom

-39.9342

-9.2304

-84.3557

TAPANCO

DStlD2

Combination

T op

6860.9563

0

0

TAPANCO

DStlD2

Combination

Bottom

-104.3777

-24.2962

-218.2677

CRUCE ESC 2

Modal

LinModEigen

M Mo ode

1

Top

3.3668

-2.5441

-0.3077

CRUCE ESC 2

Modal

LinModEigen

M Mo ode

1

Bottom

3.3668

-2.5441

-0.3077

CRUCE ESC 2

Modal

LinModEigen

Mode

2

Top

-0.8862

0.3022

0.9262

CRUCE ESC 2

Modal

LinModEigen

M Mo ode

2

Bottom

-0.8862

0.3022

0.9262

CRUCE ESC 2

Modal

LinModEigen

Mode

3

Top

-1.0869

0.5

1.4334

Page 45 of 77

 

 Analysis Results Results

25/6/2020

Table 5.3 - Story Forces (Part 1 of 2, continued) Story

Output Case

Case Type

Step Type

Step Location Number 

P kgf 

VX kgf 

VY kgf 

CRUCE ESC 2

Modal

LinModEigen

Mode

3

Bottom

-1.0869

0. 5

1.4334

CRUCE ESC 2

Modal

LinModEigen

M Mo ode

4

Top

0.8207

0.8669

1.9009

CRUCE ESC 2

Modal

LinModEigen

M Mo ode

4

Bottom

0.8207

0.8669

1.9009

CRUCE ESC 2 CRUCE ESC 2

Modal Modal

LinModEigen LinModEigen

Mode M Mo ode

5 5

Top Bottom

-1.5799 -1.5799

0.7934 0.7934

0.4713 0.4713

CRUCE ESC 2

Modal

LinModEigen

Mode

6

Top

0.3894

-1.8393

2.4227

CRUCE ESC 2

Modal

LinModEigen

M Mo ode

6

Bottom

0.3894

-1.8393

2.4227

CRUCE ESC 2

Modal

LinModEigen

M Mo ode

7

Top

10.2556

-5.8314

-9.6706

CRUCE ESC 2

Modal

LinModEigen

M Mo ode

7

Bottom

10.2556

-5.8314

-9.6706

CRUCE ESC 2

Modal

LinModEigen

M Mo ode

8

Top

16.0414

-9.2627

-18.3111

CRUCE ESC 2

Modal

LinModEigen

M Mo ode

8

Bottom

16.0414

-9.2627

-18.3111

CRUCE ESC 2

Modal

LinModEigen

M Mo ode

9

Top

209.647

-38.0211

-219.8208

CRUCE ESC 2

Modal

LinModEigen

Mode

9

Bottom

209.647

-38.0211

-219.8208

CRUCE ESC 2

Modal

LinModEigen

M Mo ode

10

Top

-98.349

-187.3557 -260.4616

CRUCE ESC 2

Modal

LinModEigen

Mode

10

Bottom

-98.349

-187.3557 -260.4616

CRUCE ESC 2

Modal

LinModEigen

M Mo ode

11

Top

-15.1586

-14.4265

-9.6578

CRUCE ESC 2

Modal

LinModEigen

Mode

11

Bottom

-15.1586

-14.4265

-9.6578

CRUCE ESC 2

Modal

LinModEigen

M Mo ode

12

Top

-5.3269

15.2351

-1 - 11.3107

CRUCE ESC 2

Modal

LinModEigen

Mode

12

Bottom

-5.3269

15.2351

-11.3107

CRUCE ESC 2

Dead

LinStatic

T op

-39.9342

-9.2304

-84.3557

CRUCE ESC 2

Dead

LinStatic

Bottom

62.5114

-9.2304

-84.3557

CRUCE ESC 2

Live

LinStatic

T op

-30

-6.9257

-63.0762

CRUCE ESC 2

Live

LinStatic

Bottom

46.5999

--6 6.9257

-63.0762

CRUCE ESC 2

Live inst W a

LinStatic

Top

-34.4435

-8.1401

-7 - 70.8357

CRUCE ESC 2

Live inst W a

LinStatic

Bottom

51.7384

-8.1401

-7 - 70.8357

CRUCE ESC 2

Sismo X

LinRespSpec

Ma M ax

T op

7.4774

5.6335

0.7781

CRUCE ESC 2

Sismo X

LinRespSpec

Max

Bottom

7.4774

5.6335

0.7781

CRUCE ESC 2

Sismo Y

LinRespSpec

Ma M ax

T op

1.3513

0.6306

1.7625

CRUCE ESC 2

Sismo Y

LinRespSpec

Max

Bottom

1.3513

0.6306

1.7625

CRUCE ESC 2

Comb1 gravitacional

Combination

Top

-97.9078

-22.6186

-206.4048

CRUCE ESC 2 CRUCE ESC 2

Comb1 gravitacional Comb2 SISMO X

Combination Combination

Max

Bottom Top

152.7558 -73.1444

-22.6186 -12.7027

-206.4048 -169.273

CRUCE ESC 2

Comb2 SISMO X

Combination

Max

Bottom

134.3458

-12.7027

-169.273

CRUCE ESC 2

Comb2 SISMO X

Combination

Min

Top

-90.4866

-25.5125

-1 -172.1481

CRUCE ESC 2

Comb2 SISMO X

Combination

Min

Bottom

117.0037

-25.5125

-1 -172.1481

CRUCE ESC 2

Comb3 SISMO Y

Combination

Max

Top

-77.8615

-16.5549

-168.515

CRUCE ESC 2

Comb3 SISMO Y

Combination

Max

Bottom

129.6287

-16.5549

-168.515

CRUCE ESC 2

Comb3 SISMO Y

Combination

Min

Top

-85.7694

-21.6603

-1 -172.9061

CRUCE ESC 2

Comb3 SISMO Y

Combination

Min

Bottom

121.7208

-21.6603

- 17 172.9061

CRUCE ESC 2

Comb4 ENV

Combination

Max

Top

-248.9138

-51.8761

-544.1929

CRUCE ESC 2

Comb4 ENV

Combination

Max

Bottom

416.7302

-51.8761

-544.1929

CRUCE ESC 2

Comb4 ENV

Combination

Min

T op

-274.1638

-69.7914

-551.4589

CRUCE ESC 2

Comb4 ENV

Combination

Min

Bottom

391.4802

-69.7914

-551.4589

CRUCE ESC 2

DStlS1

Combination

Top

-55.9079

-12.9226

-118.098

Page 46 of 77

 

 Analysis Results Results

25/6/2020

Table 5.3 - Story Forces (Part 1 of 2, continued) P kgf 

VX kgf 

VY kgf 

Bottom

87.5159

-1 - 12.9226

-118.098

Combination

Top

-151.0306

-35.1818

-315.486

DStlS2

Combination

Bottom

232.3549

-35.1818

-315.486

CRUCE ESC 2 CRUCE ESC 2

DStlS3 DStlS3

Combination Combination

Top Bottom

-55.9079 87.5159

-12.9226 -1 - 12.9226

-118.098 -118.098

CRUCE ESC 2

DStlS4

Combination

Top

-151.0306

-35.1818

-315.486

CRUCE ESC 2

DStlS4

Combination

Bottom

232.3549

-35.1818

-315.486

CRUCE ESC 2

DStlS5

Combination

Max

Top

-72.6654

-12.9759

-167.4048

CRUCE ESC 2

DStlS5

Combination

Max

Bottom

131.6602

-12.9759

-167.4048

CRUCE ESC 2

DStlS5

Combination

Min

Top

-87.6202

-24.2429

-168.9609

CRUCE ESC 2

DStlS5

Combination

Min

Bottom

116.7054

-24.2429

-168.9609

CRUCE ESC 2

DStlS6

Combination

Max

Top

-78.7915

-17.9788

-166.4203

CRUCE ESC 2

DStlS6

Combination

Max

Bottom

125.5341

-17.9788

-166.4203

CRUCE ESC 2

DStlS6

Combination

Min

Top

-81.4941

-19.24

-1 -169.9454

CRUCE ESC 2

DStlS6

Combination

Min

Bottom

122.8315

-19.24

-1 - 169.9454

CRUCE ESC 2

DStlS7

Combination

Max

Top

-40.4436

-5.443

-1 -100.4488

CRUCE ESC 2

DStlS7

Combination

Max

Bottom

82.491

-5.443

-1 -100.4488

CRUCE ESC 2

DStlS7

Combination

Min

Top

-55.3984

-16.71

-102.005

CRUCE ESC 2

DStlS7

Combination

Min

Bottom

67.5362

-16.71

-102.005

CRUCE ESC 2

DStlS8

Combination

Max

Top

-46.5698

-10.4459

-99.4644

CRUCE ESC 2

DStlS8

Combination

Max

Bottom

76.3649

-10.4459

-99.4644

CRUCE ESC 2

DStlS8

Combination

Min

Top

-49.2723

-11.7071

-102.9894

CRUCE ESC 2

DStlS8

Combination

Min

Bottom

73.6624

-11.7071

-102.9894

CRUCE ESC 2

DStlS9

Combination

Max

Top

-28.4634

-2.6739

-7 -75.1421

CRUCE ESC 2

DStlS9

Combination

Max

Bottom

63.7376

-2.6739

-7 - 75.1421

CRUCE ESC 2

DStlS9

Combination

Min

Top

-43.4182

-13.9409

-76.6982

CRUCE ESC 2

DStlS9

Combination

Min

Bottom

48.7828

-13.9409

-76.6982

CRUCE ESC 2

DStlS10

Combination

Max

Top

-34.5895

-7.6768

-7 -74.1577

CRUCE ESC 2

DStlS10

Combination

Max

Bottom

57.6115

-7.6768

-7 - 74.1577

CRUCE ESC 2

DStlS10

Combination

Min

T op

-37.2921

-8.938

-77.6827

CRUCE ESC 2 CRUCE ESC 2

DStlS10 DStlD1

Combination Combination

Min

Bottom Top

54.9089 -39.9342

-8.938 -9 -9.2304

-77.6827 -84.3557

CRUCE ESC 2

DStlD1

Combination

Bottom

62.5114

-9.2304

-84.3557

CRUCE ESC 2

DStlD2

Combination

Top

-104.3777

-24.2962

-218.2677

CRUCE ESC 2

DStlD2

Combination

Bottom

160.8497

-24.2962

-218.2677

CRUCE ESC 1

Modal

LinModEigen

M Mo ode

1

Top

3.3668

-2.9918

-0.2566

CRUCE ESC 1

Modal

LinModEigen

M Mo ode

1

Bottom

3.3668

-2.9918

-0.2566

CRUCE ESC 1

Modal

LinModEigen

Mode

2

Top

-0.8862

-0.454

0.9794

CRUCE ESC 1

Modal

LinModEigen

M Mo ode

2

Bottom

-0.8862

-0.454

0.9794

CRUCE ESC 1

Modal

LinModEigen

Mode

3

Top

-1.0869

0.1461

1.6109

CRUCE ESC 1

Modal

LinModEigen

M Mo ode

3

Bottom

-1.0869

0.1461

1.6109

CRUCE ESC 1

Modal

LinModEigen

M Mo ode

4

Top

0.8207

10.7308

4.8141

CRUCE ESC 1

Modal

LinModEigen

M Mo ode

4

Bottom

0.8207

10.7308

4.8141

CRUCE ESC 1

Modal

LinModEigen

M Mo ode

5

Top

-1.5799

-2.4916

-0.7782

Story

Output Case

Case Type

CRUCE ESC 2

DStlS1

Combination

CRUCE ESC 2

DStlS2

CRUCE ESC 2

Step Type

Step Location Number 

Page 47 of 77

 

 Analysis Results Results

25/6/2020

Table 5.3 - Story Forces (Part 1 of 2, continued) Story

Output Case

Case Type

Step Type

Step Location Number 

P kgf 

VX kgf 

VY kgf 

CRUCE ESC 1

Modal

LinModEigen

M Mo ode

5

Bottom

-1.5799

-2.4916

-0.7782

CRUCE ESC 1

Modal

LinModEigen

Mode

6

Top

0.3894

7.3192

10.5889

CRUCE ESC 1

Modal

LinModEigen

M Mo ode

6

Bottom

0.3894

7.3192

10.5889

CRUCE ESC 1 CRUCE ESC 1

Modal Modal

LinModEigen LinModEigen

M Mo ode M Mo ode

7 7

Top Bottom

10.2556 10.2556

-9.8889 -9.8889

-10.9964 -10.9964

CRUCE ESC 1

Modal

LinModEigen

M Mo ode

8

Top

16.0414

-15.7867

-15.578

CRUCE ESC 1

Modal

LinModEigen

M Mo ode

8

Bottom

16.0414

-15.7867

-15.578

CRUCE ESC 1

Modal

LinModEigen

Mode

9

Top

209.647

-197.9112 -278.8709

CRUCE ESC 1

Modal

LinModEigen

Mode

9

Bottom

209.647

-197.9112 -278.8709

CRUCE ESC 1

Modal

LinModEigen

M Mo ode

10

Top

-98.349

-64.3179

345.2797

CRUCE ESC 1

Modal

LinModEigen

Mode

10

Bottom

-98.349

-64.3179

34 345.2797

CRUCE ESC 1

Modal

LinModEigen

M Mo ode

11

Top

-15.1586

2.3308

31.0085

CRUCE ESC 1

Modal

LinModEigen

M Mo ode

11

Bottom

-15.1586

2.3308

31.0085

CRUCE ESC 1

Modal

LinModEigen

M Mo ode

12

Top

-5.3269

-7.6449

9.3762

CRUCE ESC 1

Modal

LinModEigen

M Mo ode

12

Bottom

-5.3269

-7.6449

9.3762

CRUCE ESC 1

Dead

LinStatic

T op

62.5114

-9 -9.2304

-84.3557

CRUCE ESC 1

Dead

LinStatic

Bottom

1 17 75.9732

-9.2304

-84.3557

CRUCE ESC 1

Live

LinStatic

T op

46.5999

--6 6.9257

-63.0762

CRUCE ESC 1

Live

LinStatic

Bottom

13 131.4368

-6.9257

-63.0762

CRUCE ESC 1

Live inst W a

LinStatic

Top

51.7384

-8.1401

-7 -70.8357

CRUCE ESC 1

Live inst W a

LinStatic

Bottom

147.1877

-8.1401

- 70.8357

CRUCE ESC 1

Sismo X

LinRespSpec

Ma M ax

T op

7.4774

6.6042

0.705

CRUCE ESC 1

Sismo X

LinRespSpec

Max

Bottom

7.4774

6.6042

0.705

CRUCE ESC 1

Sismo Y

LinRespSpec

Ma M ax

T op

1.3513

0.5808

2.0077

CRUCE ESC 1

Sismo Y

LinRespSpec

Max

Bottom

1.3513

0.5808

2.0077

CRUCE ESC 1

Comb1 gravitacional

Combination

Top

152.7558

-22.6186

-206.4048

CRUCE ESC 1

Comb1 gravitacional

Combination

Bottom

430.374

-22.6186

-206.4048

CRUCE ESC 1

Comb2 SISMO X

Combination

Max

Top

134.3458

-11.6513

-1 -169.2725

CRUCE ESC 1

Comb2 SISMO X

Combination

Max

Bottom

364.148

-11.6513

- 16 169.2725

CRUCE ESC 1

Comb2 SISMO X

Combination

Min

Top

117.0037

-26.5639

-1 -172.1486

CRUCE ESC 1 CRUCE ESC 1

Comb2 SISMO X Comb3 SISMO Y

Combination Combination

Min Max

Bottom Top

346.8059 129.6287

-26.5639 -16.2893

-1 -172.1486 -1 -168.2695

CRUCE ESC 1

Comb3 SISMO Y

Combination

Max

Bottom

359.4309

-16.2893

- 16 168.2695

CRUCE ESC 1

Comb3 SISMO Y

Combination

Min

Top

121.7208

-21.9259

-1 -173.1516

CRUCE ESC 1

Comb3 SISMO Y

Combination

Min

Bottom

351.523

-21.9259

- 17 173.1516

CRUCE ESC 1

Comb4 ENV

Combination

Max

Top

416.7302

-50.5591

-543.9468

CRUCE ESC 1

Comb4 ENV

Combination

Max

Bottom

1153.9528

-50.5591

-543.9468

CRUCE ESC 1

Comb4 ENV

Combination

Min

T op

391.4802

-71.1084

-5 -551.705

CRUCE ESC 1

Comb4 ENV

Combination

Min

Bottom

1128.7028

-71.1084

-551.705

CRUCE ESC 1

DStlS1

Combination

Top

87.5159

-12.9226

-118.098

CRUCE ESC 1

DStlS1

Combination

Bottom

246.3625

-12.9226

-118.098

CRUCE ESC 1

DStlS2

Combination

Top

232.3549

-35.1818

-315.486

CRUCE ESC 1

DStlS2

Combination

Bottom

656.967

-3 - 35.1818

-315.486

CRUCE ESC 1

DStlS3

Combination

Top

87.5159

-12.9226

-118.098

Page 48 of 77

 

 Analysis Results Results

25/6/2020

Table 5.3 - Story Forces (Part 1 of 2, continued) P kgf 

VX kgf 

VY kgf 

Bottom

246.3625

-12.9226

-118.098

Combination

Top

232.3549

-35.1818

-315.486

DStlS4

Combination

Bottom

656.967

-3 - 35.1818

-315.486

CRUCE ESC 1 CRUCE ESC 1

DStlS5 DStlS5

Combination Combination

Max Max

Top Bottom

131.6602 357.9574

-1 -12.0052 -12.0052

-167.4778 -167.4778

CRUCE ESC 1

DStlS5

Combination

Min

Top

116.7054

-2 - 25.2137

-168.8879

CRUCE ESC 1

DStlS5

Combination

Min

Bottom

343.0026

-25.2137

-168.8879

CRUCE ESC 1

DStlS6

Combination

Max

Top

125.5341

-1 -18.0286

-166.1752

CRUCE ESC 1

DStlS6

Combination

Max

Bottom

351.8313

-18.0286

-166.1752

CRUCE ESC 1

DStlS6

Combination

Min

Top

122.8315

-1 - 19.1903

-170.1905

CRUCE ESC 1

DStlS6

Combination

Min

Bottom

349.1288

-19.1903

-170.1905

CRUCE ESC 1

DStlS7

Combination

Max

Top

82.491

-4.4723

-100.5219

CRUCE ESC 1

DStlS7

Combination

Max

Bottom

218.6452

-4.4723

-100.5219

CRUCE ESC 1

DStlS7

Combination

Min

Top

67.5362

-17.6808

-101.9319

CRUCE ESC 1

DStlS7

Combination

Min

Bottom

203.6904

-17.6808

-101.9319

Story

Output Case

Case Type

CRUCE ESC 1

DStlS3

Combination

CRUCE ESC 1

DStlS4

CRUCE ESC 1

Step Type

Step Location Number 

CRUCE ESC 1

DStlS8

Combination

Max

Top

76.3649

-10.4957

-99.2192

CRUCE ESC 1

DStlS8

Combination

Max

Bottom

212.5191

- 10 10.4957

-99.2192

CRUCE ESC 1

DStlS8

Combination

Min

Top

73.6624

-11.6574

-103.2346

CRUCE ESC 1

DStlS8

Combination

Min

Bottom

209.8165

-11.6574

-103.2346

CRUCE ESC 1

DStlS9

Combination

Max

Top

63.7376

-1.7032

-7 -75.2152

CRUCE ESC 1

DStlS9

Combination

Max

Bottom

165.8533

-1.7032

-7 - 75.2152

CRUCE ESC 1

DStlS9

Combination

Min

Top

48.7828

-14.9116

-76.6252

CRUCE ESC 1

DStlS9

Combination

Min

Bottom

150.8985

-14.9116

-76.6252

CRUCE ESC 1

DStlS10

Combination

Max

Top

57.6115

-7.7266

-7 -73.9125

CRUCE ESC 1

DStlS10

Combination

Max

Bottom

159.7271

-7.7266

- 73 73.9125

CRUCE ESC 1

DStlS10

Combination

Min

T op

54.9089

-8.8882

-7 -77.9278

CRUCE ESC 1

DStlS10

Combination

Min

Bottom

157.0246

-8.8882

-77.9278

CRUCE ESC 1

DStlD1

Combination

Top

62.5114

-9.2304

-84.3557

CRUCE ESC 1

DStlD1

Combination

Bottom

175.9732

- 9.2304

-84.3557

CRUCE ESC 1

DStlD2

Combination

Top

160.8497

-24.2962

-218.2677

CRUCE ESC 1

DStlD2

Combination

Bottom

454.5976

-24.2962

-218.2677

Table 5.3 - Story Forces (Part 2 of 2) T kgf-m

MX kgf-m

MY kgf-m

39.4894

0

0

2.5864

3.8304

-1.6483

-120.6591

0

0

0.4917

-0.1231

1.3258

160.7969

0

0

0.9287

0.2139

1.1524

1.9704

0

0

1.2628

4.6501

-7.8727

-3.0772

0

0

0.0224

-2.2058

3.2709

Page 49 of 77

 

 Analysis Results Results

25/6/2020

Table 5.3 - Story Forces (Part 2 of 2, continued) T kgf-m

MX kgf-m

MY kgf-m

-22.1955

0

0

-0.9149

7.7975

-4.1718

18.5645

0

0

4.7667 -54.1208

2.0457 0

-5.3227 0

5.7702

2.8993

-8.0777

134.2862

0

0

112. 112.4 4612 612

0.51 0.5185 85

-1 -143 43.8 .827 271 1

-280.4809

0

0

-2 -279 79.2 .223 231 1

-1 -17. 7.00 0026 26

24 243. 3.84 8455 55

9.2206

0

0

-24.0986

-3 3..7516

24.4573

-13.0934

0

0

-4.9092

-5.3973

5.551

0

5136.042

-9433.3531

-100.5102

2.2245

18.6039

0

3779.2155

-6 69 994.2912

-75.1267

1.4894

14.1207

0

3160.8358

-5849.84

-83.9263

0.9638

17.1505

94.0607

0

0

5.6959

8. 465

3.7065

181.7886

0

0

1.1885

0.4803

1.4638

0

1248 12481. 1.36 3605 05 -2 -229 2998 98.7 .701 019 9

-245.8917

5.1995

45.8144

163.45 163 .457 7

912 9126.5 6.5656 656

-16 -16811 811.51 .5124 24

-1 -196 96.2 .222 226 6

12.97 2.9772 72

43 43.8 .889 899 9

-16 -163.4 3.457 57

912 9126.5 6.5656 656

-16 -16811 811.51 .5124 24

-2 -209 09.5 .537 379 9

-5 -5.9 .962 628 8

34 34.7 .769 696 6

231.00 231 .0074 74 -199.6933

9126.5 9126.5656 656 6.8289

-16 -16811 811.51 .5124 24 42.1631

-23 -231.0 1.0074 074

912 9126.5 6.5656 656

-16 -16811 811.51 .5124 24

-206.0672

0.1854

36.4965

394.4645 394.4 645 -6 -641 41.8 .807 075 5

30734. 30734.4917 4917 -56621 -56621.7268 .7268 25.0 25.005 056 6

13 131. 1.86 8674 74

-394.4645 -394.4 645 30734.4917 30734.4917 -5662 -56621.726 1.7268 8 -661.4968

-0 0..578

117.0805

0

7190. 190.45 4588 88

-132 -13206 06.6 .694 943 3

-140.7143

3.1143

26.0454

0

1726 17267. 7.33 3325 25 -3 -318 1870 70.6 .633 336 6

-375.0971

6.5945

72.3585

0

7190. 190.45 4588 88

-132 -13206 06.6 .694 943 3

-140.7143

3.1143

26.0454

0

1726 17267. 7.33 3325 25 -3 -318 1870 70.6 .633 336 6

Page 50 of 77

 

 Analysis Results Results

25/6/2020

Table 5.3 - Story Forces (Part 2 of 2, continued) T kgf-m

MX kgf-m

MY kgf-m

-375.0971

6.5945

72.3585

94.060 94.0607 7

963 9633.2 3.2761 761

-17 -17742 742.08 .0893 93

-194.4429

12.361

41.6667

-94 -94.06 .0607 07 -205.8347

963 9633.2 3.2761 761 -4 4..569

-17 -17742 742.08 .0893 93 34.2538

181.78 181 .7886 86

9633.2 9633.2761 761

-17 -17742 742.08 .0893 93

-198.9503

4.3763

39.424

-18 -181.7 1.7886 886

963 9633.2 3.2761 761

-17 -17742 742.08 .0893 93

-201.3273

3.4157

36.4964

94.060 94.0607 7

616 6163.2 3.2504 504

-11 -11320 320.02 .0237 37

-1 -114 14.9 .916 164 4

11.13 1.1344 44

26 26.0 .031 311 1

-94 -94.06 .0607 07

616 6163.2 3.2504 504

-11 -11320 320.02 .0237 37

-1 -126 26.3 .308 081 1

-5 -5.7 .795 956 6

18 18.6 .618 182 2

181.78 181 .7886 86

6163.2 6163.2504 504

-11 -11320 320.02 .0237 37

-119.4238

3.1497

23.7885

-18 -181.7 1.7886 886

616 6163.2 3.2504 504

-11 -11320 320.02 .0237 37

-121.8008

2.1891

20.8609

94.0 94.060 607 7

46 4622 22.4 .437 378 8

-84 -8490 90.0 .017 178 8

-84.7633

10.4671

20.45

-9 -94. 4.06 0607 07

46 4622 22.4 .437 378 8

-84 -8490 90.0 .017 178 8

-96.1551

-6.4629

13.037

181.78 181 .7886 86

4622.4 4622.4378 378

-8490.0 -8490.0178 178

-89.2707

2.4824

18.2073

-18 -181.7 1.7886 886

462 4622.4 2.4378 378

-8490.0 -8490.0178 178

-91.6477

1.5218

15.2797

0

5136.042

-9433.3531

-100.5102

2.2245

18.6039

0

1207 12076. 6.09 0933 33 -2 -222 2277 77.4 .484 843 3

-259.5632

4.6777

49.875

3.0766

3.8304

-1.6483

3.0766 1.5013

3.9535 -0.1231

-2.6659 1.3258

1.5013

-0.4935

1.4467

1. 59

0.2139

1.1524

1. 59

-0.3594

1.3525

-6.9232

4.6501

-7.8727

-6.9232

3.8898

-7.526

2.4488

-2.2058

3.2709

2.4488

-2.3944

3.5883

-2.3308

7.7975

-4.1718

-2.3308

6.8284

-4.9075

-2.2504

2.0457

-5.3227

-2.2504

5.9139

-7.6553

-7.4163

2.8993

-8.0777

-7.4163

10.2237

-11.7828

Page 51 of 77

 

 Analysis Results Results

25/6/2020

Table 5.3 - Story Forces (Part 2 of 2, continued) T kgf-m

MX kgf-m

MY kgf-m

-1 -108 08.9 .970 702 2

0.51 0.5185 85

-1 -14 43. 3.82 8271 71

-1 -108 08.9 .970 702 2

88.4 88.446 468 8

-1 -159 59.0 .035 356 6

-2 -221 21.1 .119 198 8

-1 -17. 7.00 0026 26

24 243. 3.84 8455 55

-2 -221 21.1 .119 198 8 -9.4399

87.1 87.182 82 -3.7516

16 168 8.9 .903 032 2 24.4573

-9.4399

0.1115

18.6867

-14.1255

-5.3973

5.551

-14.1255

-0.873

11.645

-100.5102

2.2245

18.6039

-1 -100 00.5 .510 102 2

73.87 3.8717 17

-77. -77.28 289 93

-75.1267

1.4894

14.1207

-7 -75. 5.1 1267 267

55.06 5.061 18

-57 -57.5 .589 895 5

-83.9263

0.9638

17.1505

-8 -83. 3.9 9263 263

61.18 1.185 54

-63 -63.6 .669 693 3

6.7525

8. 465

3.7065

6.7525

8.7528

5.9547

2.0181

0.4803

1.4638

2.0181

0.5628

1.6935

-245.8917

5.1995

45.8144

-2 -245 45.8 .891 917 7

180. 180.50 5069 69

-1 -188 88.8 .830 303 3

-1 -194 94.7 .786 865 5

12.97 2.9772 72

43 43.8 .889 899 9

-1 -194 94.7 .786 865 5

158. 158.37 3766 66

-1 -147 47.9 .945 455 5

-2 -210 10.9 .973 739 9

-5 -5.9 .962 628 8

34 34.7 .769 696 6

-2 -210 10.9 .973 739 9

138. 138.74 749 9

-1 -162 62.1 .163 634 4

-198.432

6.8289

42.1631

-1 -198 98.4 .432 32

152. 152.07 0702 02

-1 -151 51.2 .226 266 6

-207.3285

0.1854

36.4965

-2 -207 07.3 .328 285 5

145. 145.05 0553 53

-1 -158 58.8 .882 823 3

-6 -639 39.1 .110 102 2

25.0 25.005 056 6

13 131. 1.86 8674 74

-6 -639 39.1 .110 102 2

490. 490.95 9537 37

-4 -488 88.0 .002 024 4

-664.1941 -6 -664 64.1 .194 941 1

-0 0..578 464. 464.31 3112 12

117.0805 -509 -509.8 .876 76

-140.7143

3.1143

26.0454

-1 -140 40.7 .714 143 3

103. 103.42 4204 04

-108 -108.2 .205 05

-375.0971

6.5945

72.3585

-3 -375 75.0 .097 971 1

274. 274.64 6415 15

-2 -286 86.7 .761 612 2

-140.7143

3.1143

26.0454

-1 -140 40.7 .714 143 3

103. 103.42 4204 04

-108 -108.2 .205 05

-375.0971

6.5945

72.3585

-3 -375 75.0 .097 971 1

274. 274.64 6415 15

-2 -286 86.7 .761 612 2

-193.3863

12.361

41.6667

-1 -193 93.3 .386 863 3

155. 155.52 5224 24

-1 -147 47.4 .421 219 9

-206.8913

-4 4..569

34.2538

-2 -206 06.8 .891 913 3

138. 138.01 0168 68

-1 -159 59.3 .331 312 2

-198.1207

4.3763

39.424

Page 52 of 77

 

 Analysis Results Results

25/6/2020

Table 5.3 - Story Forces (Part 2 of 2, continued) T kgf-m

MX kgf-m

MY kgf-m

-1 -198 98.1 .120 207 7

147. 147.33 3324 24

-1 -151 51.6 .683 831 1

-202.1569

3.4157

36.4964

-2 -202 02.1 .156 569 9

146. 146.20 2068 68

-155 -155.0 .07 7

-1 -113 13.8 .859 598 8 -1 -113 13.8 .859 598 8

11.13 1.1344 44 97.39 7.3988 88

26 26.0 .031 311 1 -86. -86.79 792 25

-1 -127 27.3 .364 648 8

-5 -5.7 .795 956 6

18 18.6 .618 182 2

-1 -127 27.3 .364 648 8

79.89 9.8932 32

-98. -98.70 701 18

-118.5941

3.1497

23.7885

-1 -118 18.5 .594 941 1

89.20 9.2088 88

-91. -91.05 053 37

-122.6304

2.1891

20.8609

-1 -122 22.6 .630 304 4

88.08 8.0832 32

-94. -94.44 440 06

-83.7067

10.4671

20.45

-8 -83. 3.7 7067 067

75.23 5.237 73

-63 -63.6 .605 057 7

-97.2117

-6.4629

13.037

-97.2117

57.7317

- 75 75.515

-88.4411

2.4824

18.2073

-8 -88. 8.4 4411 411

67.04 7.047 73

-67 -67.8 .866 669 9

-92.4774

1.5218

15.2797

-9 -92. 2.4 4774 774

65.92 5.921 17

-71 -71.2 .253 538 8

-100.5102

2.2245

18.6039

-1 -100 00.5 .510 102 2

73.87 3.8717 17

-77. -77.28 289 93

-259.5632

4.6777

49.875

-2 -259 59.5 .563 632 2

190. 190.11 1189 89

-1 -198 98.5 .548 481 1

3. 31

3.9535

-2.6659

3. 31

4.1075

-4.461

1.8517

-0.4935

1.4467

1.8517

-1.0812

1.1743

1.9562

-0.3594

1.3525

1.9562

-1.326

1.4401

-6.7129

3.8898

-7.526

-6.7129 2.0086

1.0013 -2.3944

-1.0875 3.5883

2.0086

-1.9274

2.0933

5.1008

6.8284

-4.9075

5.1008

0.4751

-0.516

-2.5058

5.9139

-7.6553

-2.5058

12.5118

-13.5886

-1.381

10.2237

-11.7828

-1.381

19.5705

-21.2548

-1 -128 28.0 .052 522 2

88.4 88.446 468 8

-1 -159 59.0 .035 356 6

-1 -128 28.0 .052 522 2

255. 255.76 7694 94

-2 -277 77.7 .782 823 3

535.9635

87.182

168.9032

535. 535.96 9635 35

-1 -119 19.9 .985 858 8

13 130. 0.31 3125 25

38.2427

0.1115

18.6867

38.2 38.24 427

-18. -18.4 4935 935

20 20.0 .085 852 2

Page 53 of 77

 

 Analysis Results Results

25/6/2020

Table 5.3 - Story Forces (Part 2 of 2, continued) T kgf-m

MX kgf-m

MY kgf-m

21.7502

-0.873

11.645

21.7502

-6.4988

7.0581

-1 -100 00.5 .510 102 2

73.87 3.8717 17

-77. -77.28 289 93

-1 -100 00.5 .510 102 2 -7 -75. 5.1 1267 267

214. 214.68 6873 73 55.06 5.061 18

-2 -233 33.1 .164 645 5 -57 -57.5 .589 895 5

-7 -75. 5.12 1267 67

160. 160.35 3529 29

-1 -174 74.1 .153 538 8

-8 -83. 3.9 9263 263

61.18 1.185 54

-63 -63.6 .669 693 3

-8 -83. 3.9 9263 263

179.5 79.56 69

-1 -19 95. 5.02 0237 37

7.2581

8.7528

5.9547

7.2581

9.1224

9.9076

2.4837

0.5628

1.6935

2.4837

1.6486

1.7904

-2 -245 45.8 .891 917 7

180. 180.50 5069 69

-1 -188 88.8 .830 303 3

-2 -245 45.8 .891 917 7

525. 525.05 0562 62

-5 -570 70.2 .245 455 5

-1 -194 94.0 .076 767 7

158. 158.37 3766 66

-1 -147 47.9 .945 455 5

-1 -194 94.0 .076 767 7

444. 444.26 2606 06

-4 -459 59.5 .517 178 8

-2 -211 11.6 .683 838 8

138. 138.74 749 9

-1 -162 62.1 .163 634 4

-2 -211 11.6 .683 838 8

423. 423.10 1032 32

-4 -482 82.4 .496 961 1

-1 -197 97.7 .753 53

152. 152.07 0702 02

-1 -151 51.2 .226 266 6

-1 -197 97.7 .753 53

438. 438.50 5057 57

-4 -465 65.7 .767 679 9

-2 -208 08.0 .007 075 5

145. 145.05 0553 53

-1 -158 58.8 .882 823 3

-2 -208 08.0 .007 075 5

428. 428.85 858 8

-4 -476 76.2 .245 459 9

-6 -637 37.7 .721 214 4

490. 490.95 9537 37

-4 -488 88.0 .002 024 4

-63 -637.7 7.7214 214

140 1407.8 7.8225 225

-1495.5 -1495.5312 312

-6 -665 65.5 .582 829 9

464. 464.31 3112 12

-509 -509.8 .876 76

-66 -665.5 5.5829 829

137 1377.0 7.0174 174

-1528.9 -1528.9875 875

-1 -140 40.7 .714 143 3

103. 103.42 4204 04

-108 -108.2 .205 05

-1 -140 40.7 .714 143 3

300. 300.56 5622 22

-3 -326 26.4 .430 302 2

-3 -375 75.0 .097 971 1

274. 274.64 6415 15

-2 -286 86.7 .761 612 2

-3 -375 75.0 .097 971 1

801. 801.49 4997 97

-8 -870 70.4 .481 812 2

-1 -140 40.7 .714 143 3 -1 -140 40.7 .714 143 3

103. 103.42 4204 04 300. 300.56 5622 22

-108 -108.2 .205 05 -3 -326 26.4 .430 302 2

-3 -375 75.0 .097 971 1

274. 274.64 6415 15

-2 -286 86.7 .761 612 2

-3 -375 75.0 .097 971 1

801. 801.49 4997 97

-8 -870 70.4 .481 812 2

-1 -192 92.8 .880 807 7

155. 155.52 5224 24

-1 -147 47.4 .421 219 9

-1 -192 92.8 .880 807 7

436. 436.70 7081 81

-4 -454 54.4 .478 785 5

-2 -207 07.3 .396 969 9

138. 138.01 0168 68

-1 -159 59.3 .331 312 2

-2 -207 07.3 .396 969 9

418. 418.46 4632 32

-4 -474 74.2 .293 936 6

-1 -197 97.6 .655 551 1

147. 147.33 3324 24

-1 -151 51.6 .683 831 1

-1 -197 97.6 .655 551 1

429. 429.23 2342 42

-4 -462 62.5 .595 956 6

-2 -202 02.6 .622 225 5

146. 146.20 2068 68

-155 -155.0 .07 7

-2 -202 02.6 .622 225 5

425. 425.93 9371 71

-4 -466 66.1 .176 765 5

-1 -113 13.3 .354 542 2

97.39 7.3988 88

-86. -86.79 792 25

-1 -113 13.3 .354 542 2

266. 266.74 7472 72

-2 -269 69.8 .889 898 8

-1 -127 27.8 .870 704 4

79.89 9.8932 32

-98. -98.70 701 18

Page 54 of 77

 

 Analysis Results Results

25/6/2020

Table 5.3 - Story Forces (Part 2 of 2, continued) T kgf-m

MX kgf-m

MY kgf-m

-1 -127 27.8 .870 704 4

248. 248.50 5023 23

-2 -289 89.7 .704 049 9

-1 -118 18.1 .128 286 6

89.20 9.2088 88

-91. -91.05 053 37

-1 -118 18.1 .128 286 6

259. 259.27 2733 33

-2 -278 78.0 .006 069 9

-1 -123 23..096 096 -1 -123 23.0 .096 96

88.08 8.083 32 255. 255.97 9762 62

-94 -94.4 .440 406 6 -2 -281 81.5 .587 878 8

-8 -83. 3.2 2011 011

75.23 5.237 73

-63 -63.6 .605 057 7

-8 -83. 3.2 2011 011

202.3 02.34 41

-1 -19 99. 9.94 9405 05

-97.7173

57.7317

- 75 75.515

-9 -97. 7.71 7173 73

184. 184.09 0961 61

-2 -219 19.7 .755 556 6

-8 -87. 7.9 9755 755

67.04 7.047 73

-67 -67.8 .866 669 9

-8 -87. 7.97 9755 55

194. 194.86 8671 71

-2 -208 08.0 .057 576 6

-9 -92. 2.9 9429 429

65.92 5.921 17

-71 -71.2 .253 538 8

-92.9429

191.57

-211.6385

-1 -100 00.5 .510 102 2

73.87 3.8717 17

-77. -77.28 289 93

-1 -100 00.5 .510 102 2

214. 214.68 6873 73

-2 -233 33.1 .164 645 5

-2 -259 59.5 .563 632 2

190. 190.11 1189 89

-1 -198 98.5 .548 481 1

-2 -259 59.5 .563 632 2

554. 554.60 6091 91

-6 -602 02.3 .341 419 9

5.3 Point Results Table 5.4 - Joint Reactions (Part 1 of 2) Story

Label

Unique Name

Output Case

Case Type

Step Type

Step Number 

FX kgf 

FY kgf 

FZ kgf 

MX kgf-m

Base

1

15

Modal

LinModEigen

Mode

1

-2.8421

1.0801

-11.201

0

Base

1

15

Modal

LinModEigen

Mode

2

2.9311

5.4298

-10.8269

0

Base

1

15

Modal

LinModEigen

Mode

3

0.0097

4.1957

-15.079

0

Base

1

15

Modal

LinModEigen

Mode

4

-0.2461

0.6672

-8.7971

0

Base

1

15

Modal

LinModEigen

Mode

5

-3.2431

--1 1.3977

-2 -2.8883

0

Base

1

15

Modal

LinModEigen

Mode

6

-0.2098

6.6621

-2 -26.1078

0

Base

1

15

Modal

LinModEigen

Mode

7

3.0938

-2.8153

17.0475

0

Base

1

15

Modal

LinModEigen

Mode

8

3.022

-1.545

1 11 1.7144

0

Base

1

15

Modal

LinModEigen

Mode

9

-1.4006

3.7013

-3 -33.5268

0

Base

1

15

Modal

LinModEigen

Mode

10

-0.2502

-0.481

-0.231

0

Base

1

15

Modal

LinModEigen

Mode

11

-2.2301

0.0115

-4.756

0

Base

1

15

Modal

LinModEigen

Mode

12

0. 5341

-0.0602

0.4451

0

Base

1

15

Dead

LinStatic

9.0311

9. 1376

33.1146

0

Base

1

15

Li v e

LinStatic

6.7913

7.0445

3.4881

0

Base

1

15

Live inst W a

LinStatic

6.3696

8.784

-1 -13.1161

0

Base

1

15

Sismo X

LinRespSpec

Max

6.4145

2.5035

24 24.4532

0

Base

1

15

Sismo Y

LinRespSpec

Max

0. 3173

5.2722

18 18.5108

0

Base

1

15

Comb1 gravitacional

Combination

22.1515

2 22 2.655

51 5 1.2437

0

Base

1

15

Comb2 SISMO X

Combination

Max

24.1015

24.2074

55.0054

0

Base

1

15

Comb2 SISMO X

Combination

Min

9. 7802

15.2201

-1 -11.0089

0

Base

1

15

Comb3 SISMO Y

Combination

Max

19.4067

26.3393

50.4297

0

Base Base

1 1

15 15

Comb3 SISMO Y Comb4 ENV

Combination Combination

Min Max

14.4751 65.6596

13.0882 73 73.2017

-6.4332 156.6788

0 0

Page 55 of 77

 

 Analysis Results Results

25/6/2020

Table 5.4 - Joint Reactions (Part 1 of 2, continued) Story

Label

Unique Name

Output Case

Case Type

Step Type

Base

1

15

Comb4 ENV

Combination

Min

Base

1

15

DStlS1

Base

1

15

Base Base

1 1

Base

Step Number 

FX kgf 

FY kgf 

FZ kgf 

MX kgf-m

46.4068

50 50.9633

33.8016

0

Combination

12.6436

12.7927

46.3604

0

DStlS2

Combination

31.8949

36.2907

24.3325

0

15 15

DStlS3 DStlS4

Combination Combination

12.6436 31.8949

12.7927 36.2907

46.3604 24.3325

0 0

1

15

DStlS5

Combination

Max

23. 8324

21.3829

59. 3767

0

Base

1

15

DStlS5

Combination

Min

11.0034

16.3759

10.4702

0

Base

1

15

DStlS6

Combination

Max

17. 7351

24.1515

53. 4342

0

Base

1

15

DStlS6

Combination

Min

17.1006

13.6072

16.4126

0

Base

1

15

DStlS7

Combination

Max

17. 2519

13.4687

64. 1907

0

Base

1

15

DStlS7

Combination

Min

4.4229

8. 8.4617

15.2842

0

Base

1

15

DStlS8

Combination

Max

11. 1547

16.2373

58. 2483

0

Base

1

15

DStlS8

Combination

Min

10.5201

5 5..693

21 21.2266

0

Base

1

15

DStlS9

Combination

Max

14. 5425

10.7274

54. 2563

0

Base

1

15

DStlS9

Combination

Min

1.7135

5. 5.7204

5. 5.3499

0

Base

1

15

DStlS10

Combination

Max

8.4453

1 13 3. 496

48.3139

0

Base

1

15

DStlS10

Combination

Min

7.8108

2.9517

11.2923

0

Base

1

15

DStlD1

Combination

9.0311

9.1376

33.1146

0

Base

1

15

DStlD2

Combination

22.1921

24.9661

23.4865

0

Base

2

14

Modal

LinModEigen

Mode

1

-3.2925

1.1941

-8.0421

0

Base

2

14

Modal

LinModEigen

Mode

2

0.4943

5.5199

21 21.9143

0

Base

2

14

Modal

LinModEigen

Mode

3

-0.0288

4.1281

16 16.4196

0

Base

2

14

Modal

LinModEigen

Mode

4

0.3952

-0.3967

--1 1.2644

0

Base

2

14

Modal

LinModEigen

Mode

5

-0.2055

-1.279

-2.4112

0

Base

2

14

Modal

LinModEigen

Mode

6

-1.2943

6.3048

14.377

0

Base

2

14

Modal

LinModEigen

Mode

7

-3.1645

--2 2.7406

-19.7502

0

Base

2

14

Modal

LinModEigen

Mode

8

-3.6672

-1.636

--1 19.7369

0

Base

2

14

Modal

LinModEigen

Mode

9

-8.7096

-0.9343

-124.3322

0

Base

2

14

Modal

LinModEigen

Mode

10

-0.2924

-0.9535

133.7298

0

Base

2

14

Modal

LinModEigen

Mode

11

1. 5812

0. 1019

19 19.3906

0

Base Base

2 2

14 14

Modal Dead

LinModEigen LinStatic

Mode

12

1. 1355 20. 8858

-0.3721 8.6551

10 10.8504 388.015

0 0

Base

2

14

Li v e

LinStatic

15.3709

6.3952

265.0454

0

Base

2

14

Live inst W a

LinStatic

15.3413

7. 015

280.895

0

Base

2

14

Sismo X

LinRespSpec

Max

7.2926

2.7311

19 19.2413

0

Base

2

14

Sismo Y

LinRespSpec

Max

0. 2822

5.1978

20 20.5509

0

Base

2

14

Comb1 gravitacional

Combination

50.7594

21.0705

914.2846

0

Base

2

14

Comb2 SISMO X

Combination

Max

47.9648

21.9566

76 763.7482

0

Base

2

14

Comb2 SISMO X

Combination

Min

31.7348

12.5177

707.8538

0

Base

2

14

Comb3 SISMO Y

Combination

Max

42.5668

23.856

764.7566

0

Base

2

14

Comb3 SISMO Y

Combination

Min

37.1328

10.6183

706.8454

0

Base

2

14

Comb4 ENV

Combination

Max

141.2909

66.8831

2442.7895

0

Base

2

14

Comb4 ENV

Combination

Min

119.6269

44.2064

2328.9837

0

Base

2

14

DStlS1

Combination

29.2401

12.1171

543.221

0

Base

2

14

DStlS2

Combination

74.2025

31.8426

1339.1227

0

Page 56 of 77

 

 Analysis Results Results

25/6/2020

Table 5.4 - Joint Reactions (Part 1 of 2, continued) Story

Label

Unique Name

Output Case

Case Type

Base

2

14

DStlS3

Base

2

14

Base

2

Base Base

Step Type

Step Number 

FX kgf 

FY kgf 

FZ kgf 

MX kgf-m

Combination

29.2401

12.1171

543.221

0

DStlS4

Combination

74.2025

31.8426

1339.1227

0

14

DStlS5

Combination

Max

47. 7116

19.8223

757.8295

0

2 2

14 14

DStlS5 DStlS6

Combination Combination

Min Max

33.1265 40. 7013

14.3602 22.2891

719.3469 759.1391

0 0

Base

2

14

DStlS6

Combination

Min

40.1368

11.8934

718.0373

0

Base

2

14

DStlS7

Combination

Max

32. 3555

13.1172

484.8593

0

Base

2

14

DStlS7

Combination

Min

17.7703

7.655

446.3767

0

Base

2

14

DStlS8

Combination

Max

25. 3452

15.5839

486.1689

0

Base

2

14

DStlS8

Combination

Min

24.7807

5.1883

445.0671

0

Base

2

14

DStlS9

Combination

Max

26. 0898

10.5207

368.4548

0

Base

2

14

DStlS9

Combination

Min

11.5046

5.0585

329.9722

0

Base

2

14

DStlS10

Combination

Max

19.0794

12.9874

369.7644

0

Base

2

14

DStlS10

Combination

Min

18.5149

2.5918

328.6626

0

Base

2

14

DStlD1

Combination

20.8858

8. 6551

388.015

0

Base

2

14

DStlD2

Combination

51.598

22.0654

933.9554

0

Base

4

13

Modal

LinModEigen

Mode

1

-6.1492

1.2617

-3.8731

0

Base

4

13

Modal

LinModEigen

Mode

2

-2.4334

5.2816

4.7952

0

Base

4

13

Modal

LinModEigen

Mode

3

0.4711

11 1 1.4665

18.3005

0

Base

4

13

Modal

LinModEigen

Mode

4

-2.0382

7.2475

12 12.4678

0

Base

4

13

Modal

LinModEigen

Mode

5

5.9193

10 1 0.4397

21.7024

0

Base

4

13

Modal

LinModEigen

Mode

6

5.5774

-6.5118

0.4539

0

Base

4

13

Modal

LinModEigen

Mode

7

2.3109

4.107

9.4444

0

Base

4

13

Modal

LinModEigen

Mode

8

2.7249

3.0134

8.1374

0

Base

4

13

Modal

LinModEigen

Mode

9

0.8455

-6.1963

-19.6079

0

Base

4

13

Modal

LinModEigen

Mode

10

0. 2191

-4.7494

-18.2731

0

Base

4

13

Modal

LinModEigen

Mode

11

3. 2637

-0.4862

1.1375

0

Base

4

13

Modal

LinModEigen

Mode

12

1. 0262

-0.4663

-0 - 0.2928

0

Base

4

13

Dead

LinStatic

47. 0055

146.8843

739.1185

0

Base

4

13

Li v e

LinStatic

35.9247

109.294

500.2724

0

Base Base

4 4

13 13

Live inst W a Sismo X

LinStatic LinRespSpec

Max

28.973 13.5079

99 99.6304 2. 2 . 8965

436.1723 8.8871

0 0

Base

4

13

Sismo Y

LinRespSpec

Max

Base

4

13

Comb1 gravitacional

Combination

Base

4

13

Comb2 SISMO X

Combination

Base

4

13

Comb2 SISMO X

Base

4

13

Base

4

Base

0.661

13.8037

21.7545

0

116.1022

358.6496

1735.1473

0

Max

98.6531

27 278.9075

1309.7747

0

Combination

Min

68.4995

26 263.4247

1275.865

0

Comb3 SISMO Y

Combination

Max

88. 761

287.3061

1319.6826

0

13

Comb3 SISMO Y

Combination

Min

78.3917

25 255.0262

1265.9571

0

4

13

Comb4 ENV

Combination

Max

303.5163

924.8631

4364.6046

0

Base

4

13

Comb4 ENV

Combination

Min

262.9934

877.1004

4276.9695

0

Base

4

13

DStlS1

Combination

65.8077

205.638

1034.7659

0

Base

4

13

DStlS2

Combination

160.2428

510.5401

2385.2538

0

Base

4

13

DStlS3

Combination

65.8077

205.638

1034.7659

0

Base

4

13

DStlS4

Combination

160.2428

510.5401

2385.2538

0

Base

4

13

DStlS5

Combination

102.3633

283.6198

1364.0517

0

Max

Page 57 of 77

 

 Analysis Results Results

25/6/2020

Table 5.4 - Joint Reactions (Part 1 of 2, continued) Story

Label

Unique Name

Output Case

Case Type

Step Type

Base

4

13

DStlS5

Combination

Base

4

13

DStlS6

Base

4

13

Base Base

4 4

Base Base

Step Number 

FX kgf 

FY kgf 

FZ kgf 

MX kgf-m

Mi Min

75.3475

277.8268

1346.2774

0

Combination

Max

89. 5164

294.527

1376.9191

0

DStlS6

Combination

Min

88.1944

266.9196

1333.41

0

13 13

DStlS7 DStlS7

Combination Combination

Max Min

69. 9145 42.8987

179.1577 173.3646

895.8293 878.0551

0 0

4

13

DStlS8

Combination

Max

57. 0675

190.0648

908.6967

0

4

13

DStlS8

Combination

Min

55.7456

162.4574

865.1877

0

Base

4

13

DStlS9

Combination

Max

55. 8128

135.0924

674.0938

0

Base

4

13

DStlS9

Combination

Min

28.797

129.2993

656.3195

0

Base

4

13

DStlS10

Combination

Max

42.9659

145.9996

686.9612

0

Base

4

13

DStlS10

Combination

M Miin

41.644

118.3921

643.4521

0

Base

4

13

DStlD1

Combination

47.0055

146.8843

739.1185

0

Base

4

13

DStlD2

Combination

111.9031

355.8086

1675.5632

0

Base

5

18

Modal

LinModEigen

Mode

1

-5.8199

--0 0.7839

6.3612

0

Base

5

18

Modal

LinModEigen

Mode

2

-2.5167

-10.5026

-12.8598

0

Base

5

18

Modal

LinModEigen

Mode

3

0.494

12.9343

18.7181

0

Base

5

18

Modal

LinModEigen

Mode

4

-1.8264

--2 2.5019

-1 -1.4569

0

Base

5

18

Modal

LinModEigen

Mode

5

5.9849

-8.946

--1 19.9675

0

Base

5

18

Modal

LinModEigen

Mode

6

5.6882

-0.6014

--8 8.0635

0

Base

5

18

Modal

LinModEigen

Mode

7

2.1882

3.7004

2.3054

0

Base

5

18

Modal

LinModEigen

Mode

8

2.6107

-4.2011

--9 9.8206

0

Base

5

18

Modal

LinModEigen

Mode

9

-0.2504

0.3326

1.7231

0

Base

5

18

Modal

LinModEigen

Mode

10

-0.3605

0.0613

1.0102

0

Base

5

18

Modal

LinModEigen

Mode

11

3. 2294

0. 5929

-2.6657

0

Base

5

18

Modal

LinModEigen

Mode

12

0. 9247

0. 2584

-0.7966

0

Base

5

18

Dead

LinStatic

-60.8285

109.0596

728.5506

0

Base

5

18

Li v e

LinStatic

-46.0534

81.2279

494.1645

0

Base

5

18

Live inst W a

LinStatic

-39.2479

68 68. 91

415.4112

0

Base

5

18

Sismo X

LinRespSpec

Max

12.7788

2 2..4615

14 1 4.6731

0

Base

5

18

Sismo Y

LinRespSpec

Max

0. 6521

14 1 4. 5325

21.2478

0

Base Base

5 5

18 18

Comb1 gravitacional Comb2 SISMO X

Combination Combination

Max

-149.6347 -95.8123

266.4024 203.2699

1711.8012 1281.5102

0 0

Base

5

18

Comb2 SISMO X

Combination

Min

-124.356

188.2632

1235.2059

0

Base

5

18

Comb3 SISMO Y

Combination

Max

-105.1499

212.5646

1286.5727

0

Base

5

18

Comb3 SISMO Y

Combination

Min

-115.0184

178.9686

1230.1434

0

Base

5

18

Comb4 ENV

Combination

Max

-350.5968

682.2369

4279.8841

0

Base

5

18

Comb4 ENV

Combination

Min

-389.009

633.6341

4177.1505

0

Base

5

18

DStlS1

Combination

-85.16

152.6834

1019.9709

0

Base

5

18

DStlS2

Combination

-209.4763

371.0921

2329.582

0

Base

5

18

DStlS3

Combination

-85.16

152.6834

1019.9709

0

Base

5

18

DStlS4

Combination

-209.4763

371.0921

2329.582

0

Base

5

18

DStlS5

Combination

Ma Max

-102.8661

208.4019

1343.7217

0

Base

5

18

DStlS5

Combination

Mi M in

-128.4237

203.4789

1314.3755

0

Base

5

18

DStlS6

Combination

Ma Max

-114.9928

220.4729

1350.2964

0

Base

5

18

DStlS6

Combination

Mi Min

-116.297

191.4079

1307.8009

0

Page 58 of 77

 

 Analysis Results Results

25/6/2020

Table 5.4 - Joint Reactions (Part 1 of 2, continued) Story

Label

Unique Name

Output Case

Case Type

Step Type

Base

5

18

DStlS7

Combination

Base

5

18

DStlS7

Base

5

18

Base Base

5 5

Base

FX kgf 

FY kgf 

FZ kgf 

MX kgf-m

Max

-60.2155

133.333

888.9339

0

Combination

Min

-85.773

12 128.41

859.5877

0

DStlS8

Combination

Max

-72.3422

145.4039

895.5085

0

18 18

DStlS8 DStlS9

Combination Combination

Min Max

-73.6463 -41.9669

116.339 100.6151

853.013 670.3687

0 0

5

18

DStlS9

Combination

Mi Min

-67.5245

95.6921

641.0225

0

Base

5

18

DStlS10

Combination

Max

-54.0936

112.6861

676.9433

0

Base

5

18

DStlS10

Combination

M Miin

-55.3978

83.6211

634.4478

0

Base

5

18

DStlD1

Combination

-60.8285

109.0596

728.5506

0

Base

5

18

DStlD2

Combination

-146.1298

259.1975

1638.1264

0

Base

10

16

Modal

LinModEigen

-6.3663

0.2041

6.2192

0

Base

10

16

Modal

LinModEigen

Mode

2

6.1739

4.6931

-1 -13.7383

0

Base

10

16

Modal

LinModEigen

Mode

3

-0.0035

9.4888

-1 -17.8454

0

Base

10

16

Modal

LinModEigen

Mode

4

-0.8271

4.3169

-6.3317

0

Base

10

16

Modal

LinModEigen

Mode

5

-6.7144

8.5078

-1 -11.4295

0

Base

10

16

Modal

LinModEigen

Mode

6

-1.0566

-8 - 8.0003

18 18.9663

0

Base

10

16

Modal

LinModEigen

Mode

7

6.2219

2.9424

-8.2968

0

Base

10

16

Modal

LinModEigen

Mode

8

5.9103

2.0995

-7.3982

0

Base

10

16

Modal

LinModEigen

Mode

9

0.0366

5.7933

-35.514

0

Base

10

16

Modal

LinModEigen

Mode

10

0. 2353

3.6698

-1 -18.2501

0

Base

10

16

Modal

LinModEigen

Mode

11

-4.4273

0.5586

0. 2418

0

Base

10

16

Modal

LinModEigen

Mode

12

1. 4494

0.3472

-3.1169

0

Base

10

16

Dead

LinStatic

29.3817

-87.0021

820.9521

0

Base

10

16

Li v e

LinStatic

22.4035

-64.6536

582.2071

0

Base

10

16

Live inst W a

LinStatic

19. 2535

-50.6128

484.0098

0

Base

10

16

Sismo X

LinRespSpec

Max

14.3464

1. 1 . 2017

14 1 4.6424

0

Base

10

16

Sismo Y

LinRespSpec

Max

0.6768

11.4295

21.7367

0

Base

10

16

Comb1 gravitacional

Combination

Base

10

16

Comb2 SISMO X

Combination

Base

10

16

Comb2 SISMO X

Base Base

10 10

16 16

Base

10

Base

Mode

Step Number 

1

72.4993

-212.3181 1964.4229

0

Max

69.5031

-146.2828 1458.7379

0

Combination

Min

37.4945

Comb3 SISMO Y Comb3 SISMO Y

Combination Combination

Max Min

16

Comb4 ENV

Combination

10

16

Comb4 ENV

Combination

Base

10

16

DStlS1

Combination

Base

10

16

DStlS2

Base

10

16

Base

10

Base

1412.1784

0

58.9776 48.02

-138.4074 1464.2005 -164.3454 1406.7157

0 0

Max

200.9801

-497.0083 4887.3613

0

Min

158.0138

-533.1334 4783.3171

0

41.1344

-121.803

1149.333

0

Combination

101.9094

-288.8288 2691.0896

0

DStlS3

Combination

41.1344

-121.803

1149.333

0

16

DStlS4

Combination

101.9094

-288.8288 2691.0896

0

10

16

DStlS5

Combination

Max

70.433

-160.8341 1532.8934

0

Base

10

16

DStlS5

Combination

M Miin

41.7403

-163.2374 1503.6086

0

Base

10

16

DStlS6

Combination

M Ma ax

56.7635

-150.6063 1539.9877

0

Base

10

16

DStlS6

Combination

M Miin

55.4098

-173.4652 1496.5143

0

Base

10

16

DStlS7

Combination

Max

49.6044

-103.2008

999.785

0

Base

10

16

DStlS7

Combination

M Miin

20.9117

-105.6042

970.5002

0

Base

10

16

DStlS8

Combination

Max

35.9349

-92.9731

1006.8793

0

Page 59 of 77

-156.47

 

 Analysis Results Results

25/6/2020

Table 5.4 - Joint Reactions (Part 1 of 2, continued) Story

Label

Unique Name

Output Case

Case Type

Step Type

Base

10

16

DStlS8

Combination

Base

10

16

DStlS9

Base

10

16

Base Base

10 10

Base

Step Number 

FX kgf 

FY kgf 

FZ kgf 

MX kgf-m

M Miin

34.5812

-115.832

963.4058

0

Combination

Max

40.7899

-77.1002

753.4993

0

DStlS9

Combination

M Miin

12.0972

-79.5036

724.2146

0

16 16

DStlS10 DStlS10

Combination Combination

Max M Miin

27. 1204 25.7667

-66.8724 -89.7314

760.5937 717.1202

0 0

10

16

DStlD1

Combination

29.3817

-87.0021

820.9521

0

Base

10

16

DStlD2

Combination

71.0388

-202.2685

1887.169

0

Base

12

17

Modal

LinModEigen

Mode

1

-3.5676

-1 - 1.4901

7.1689

0

Base

12

17

Modal

LinModEigen

Mode

2

3.6626

-8.4522

11 11.6018

0

Base

12

17

Modal

LinModEigen

Mode

3

-0.0413

10.707

-1 -19.4269

0

Base

12

17

Modal

LinModEigen

Mode

4

-0.4259

-2 - 2.1881

4.5616

0

Base

12

17

Modal

LinModEigen

Mode

5

-4.0913

-6 - 6.9616

16.574

0

Base

12

17

Modal

LinModEigen

Mode

6

-0.6288

-0 - 0.0436

-0 -0.0154

0

Base

12

17

Modal

LinModEigen

Mode

7

3.8542

3.5811

-1 -11.0057

0

Base

12

17

Modal

LinModEigen

Mode

8

3.3808

-2.8116

1.0626

0

Base

12

17

Modal

LinModEigen

Mode

9

-0.6343

-0 - 0.0088

1.6108

0

Base

12

17

Modal

LinModEigen

Mode

10

0.05

-0.0016

0.3632

0

Base

12

17

Modal

LinModEigen

Mode

11

-2.8073

0.5361

1. 8104

0

Base

12

17

Modal

LinModEigen

Mode

12

0.988

0. 39

-1.7622

0

Base

12

17

Dead

LinStatic

-36.2452

-102.3787

713.029

0

Base

12

17

Li v e

LinStatic

-27.5113

-76.2317

500.5777

0

Base

12

17

Live inst W a

LinStatic

-22.5494

-62.891

416.4411

0

Base

12

17

Sismo X

LinRespSpec

Max

8.0508

3.4286

15.621

0

Base

12

17

Sismo Y

LinRespSpec

Max

0.3696

12.0367

22.0243

0

Base

12

17

Comb1 gravitacional

Combination

Base

12

17

Comb2 SISMO X

Combination

Max

-55.6962

-1 -174.053

1266.8682

0

Base

12

17

Comb2 SISMO X

Combination

Min

-73.6519

-189.5402

1217.966

0

Base

12

17

Comb3 SISMO Y

Combination

Max

-61.6107

-167.4248 1271.7988

0

Base

12

17

Comb3 SISMO Y

Combination

Min

-67.7374

-196.1685 1213.0354

0

Base

12

17

Comb4 ENV

Combination

Max

-206.566

-591.5323 4237.7165

0

Base Base

12 12

17 17

Comb4 ENV DStlS1

Combination Combination

Min

-230.6484 -635.7633 4130.0509 -50.7432 -143.3302 998.2406

0 0

Base

12

17

DStlS2

Combination

-123.5914 -345.4507 2322.8649

0

Base

12

17

DStlS3

Combination

-50.7432

998.2406

0

Base

12

17

DStlS4

Combination

-123.5914 -345.4507 2322.8649

0

Base

12

17

DStlS5

Combination

M Ma ax

-60.4738

-188.9871 1329.7652

0

Base

12

17

DStlS5

Combination

M Miin

-76.5754

-195.8444 1298.5232

0

Base

12

17

DStlS6

Combination

Max

-68.155

-180.379

1336.1686

0

Base

12

17

DStlS6

Combination

M Miin

-68.8942

-204.4525 1292.1199

0

Base

12

17

DStlS7

Combination

M Ma ax

-35.4434

-119.4258

871.2558

0

Base

12

17

DStlS7

Combination

M Miin

-51.545

-126.283

840.0138

0

Base

12

17

DStlS8

Combination

M Ma ax

-43.1246

-110.8177

877.6592

0

Base

12

17

DStlS8

Combination

M Miin

-43.8638

-134.8912

833.6105

0

Base

12

17

DStlS9

Combination

Max

-24.5698

-88.7122

657.3471

0

Base

12

17

DStlS9

Combination

M Miin

-40.6715

-95.5694

626.1051

0

-89.2591

-250.0545 1699.0495

-143.3302

0

Page 60 of 77

 

 Analysis Results Results

25/6/2020

Table 5.4 - Joint Reactions (Part 1 of 2, continued) Story

Label

Unique Name

Output Case

Case Type

Step Type

Base

12

17

DStlS10

Combination

Base

12

17

DStlS10

Combination

Base

12

17

DStlD1

Combination

Base Base

12 13

17 19

DStlD2 Modal

Combination LinModEigen

Mode

Base

13

19

Modal

LinModEigen

Base

13

19

Modal

Base

13

19

Base

13

Base

Step Number 

FX kgf 

FY kgf 

FZ kgf 

MX kgf-m

Max

-32.251

-80.1041

663.7505

0

M Miin

-32.9902

-104.1776

619.7018

0

-36.2452

-102.3787

713.029

0

1

-86.3059 -2.9918

-241.5014 1630.0478 -0 - 0.2566 3.3668

Mode

2

-0.454

0.9794

-0.8862

0

LinModEigen

Mode

3

0.1461

1.6109

-1.0869

0

Modal

LinModEigen

Mode

4

10.7308

4. 4 .8141

0.8207

0

19

Modal

LinModEigen

Mode

5

-2.4916

-0 - 0.7782

-1 -1.5799

0

13

19

Modal

LinModEigen

Mode

6

7.3192

10 1 0.5889

0. 0 .3894

0

Base

13

19

Modal

LinModEigen

Mode

7

-9.8889

-10.9964

10.2556

0

Base

13

19

Modal

LinModEigen

Mode

8

-15.7867

-15.578

16.0414 16

0

Base

13

19

Modal

LinModEigen

Mode

9

-197.9112 -278.8709

209.647

0

Base

13

19

Modal

LinModEigen

Mode

10

-64.3179

345.2797

-98.349

0

Base

13

19

Modal

LinModEigen

Mode

11

2. 3308

31.0085

-15.1586

0

Base

13

19

Modal

LinModEigen

Mode

12

-7.6449

9.3762

-5.3269

0

Base

13

19

Dead

LinStatic

-9.2304

-84.3557

175.9732

0

Base

13

19

Li v e

LinStatic

-6.9257

-63.0762

131.4368

0

Base

13

19

Live inst W a

LinStatic

-8.1401

-70.8357

147.1877

0

Base

13

19

Sismo X

LinRespSpec

Max

6.6042

0.705

7.4774

0

Base

13

19

Sismo Y

LinRespSpec

Max

0.5808

2.0077

1.3513

0

Base

13

19

Comb1 gravitacional

Combination

-22.6186

-206.4048

430.374

0

Base

13

19

Comb2 SISMO X

Combination

Max

-11.6513

-169.2725

364.148

0

Base

13

19

Comb2 SISMO X

Combination

Min

-26.5639

-172.1486

346.8059

0

Base

13

19

Comb3 SISMO Y

Combination

Max

-16.2893

-168.2695

359.4309

0

Base

13

19

Comb3 SISMO Y

Combination

Min

-21.9259

-173.1516

351.523

0

Base

13

19

Comb4 ENV

Combination

Max

-50.5591

-543.9468 1153.9528

0

Base

13

19

Comb4 ENV

Combination

Min

-71.1084

-551.705

1128.7028

0

Base

13

19

DStlS1

Combination

-12.9226

-118.098

246.3625

0

Base

13

19

DStlS2

Combination

-35.1818

-315.486

656.967

0

Base Base

13 13

19 19

DStlS3 DStlS4

Combination Combination

-12.9226 -35.1818

-118.098 -315.486

246.3625 656.967

0 0

Base

13

19

DStlS5

Combination

M Ma ax

-12.0052

-167.4778

357.9574

0

Base

13

19

DStlS5

Combination

M Miin

-25.2137

-168.8879

343.0026

0

Base

13

19

DStlS6

Combination

M Ma ax

-18.0286

-166.1752

351.8313

0

Base

13

19

DStlS6

Combination

M Miin

-19.1903

-170.1905

349.1288

0

Base

13

19

DStlS7

Combination

Max

-4.4723

-100.5219

218.6452

0

Base

13

19

DStlS7

Combination

M Miin

-17.6808

-101.9319

203.6904

0

Base

13

19

DStlS8

Combination

Max

-10.4957

-99.2192

212.5191

0

Base

13

19

DStlS8

Combination

M Miin

-11.6574

-103.2346

209.8165

0

Base

13

19

DStlS9

Combination

Max

-1.7032

-75.2152

165.8533

0

Base

13

19

DStlS9

Combination

M Miin

-14.9116

-76.6252

150.8985

0

Base

13

19

DStlS10

Combination

Max

-7.7266

-73.9125

159.7271

0

Base

13

19

DStlS10

Combination

M Miin

-8.8882

-77.9278

157.0246

0

Base

13

19

DStlD1

Combination

-9.2304

-84.3557

175.9732

0

0 0

Page 61 of 77

 

 Analysis Results Results

25/6/2020

Table 5.4 - Joint Reactions (Part 1 of 2, continued) Story

Label

Unique Name

Output Case

Case Type

Base

13

19

DStlD2

Combination

Step Type

Step Number 

Table 5.4 - Joint Reactions (Part 2 of 2) MY kgf-m

MZ kgf-m

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 0

0 0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

FX kgf 

FY kgf 

FZ kgf 

MX kgf-m

-24.2962

-218.2677

454.5976

0

Page 62 of 77

 

 Analysis Results Results

25/6/2020

Table 5.4 - Joint Reactions (Part 2 of 2, continued) MY kgf-m

MZ kgf-m

0

0

0

0

0

0

0 0

0 0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 0

0 0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

Page 63 of 77

 

 Analysis Results Results

25/6/2020

Table 5.4 - Joint Reactions (Part 2 of 2, continued) MY kgf-m

MZ kgf-m

0

0

0

0

0

0

0 0

0 0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 0

0 0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

Page 64 of 77

 

 Analysis Results Results

25/6/2020

Table 5.4 - Joint Reactions (Part 2 of 2, continued) MY kgf-m

MZ kgf-m

0

0

0

0

0

0

0 0

0 0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 0

0 0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

Page 65 of 77

 

 Analysis Results Results

25/6/2020

Table 5.4 - Joint Reactions (Part 2 of 2, continued) MY kgf-m

MZ kgf-m

0

0

0

0

0

0

0 0

0 0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 0

0 0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

Page 66 of 77

 

 Analysis Results Results

25/6/2020

Table 5.4 - Joint Reactions (Part 2 of 2, continued) MY kgf-m

MZ kgf-m

0

0

0

0

0

0

0 0

0 0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 0

0 0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

Page 67 of 77

 

 Analysis Results Results

25/6/2020

Table 5.4 - Joint Reactions (Part 2 of 2, continued) MY kgf-m

MZ kgf-m

0

0

0

0

0

0

0 0

0 0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

5.4 Modal Results Table 5.5 - Modal M odal Periods And Frequencies Case

Mode

Period sec

Frequency CircFreq Eigenvalue cyc/sec rad/sec rad2/sec2

Modal

1

0.28

3. 571

22.435

503.3295

Modal

2

0.224

4. 462

28.0367

786.0575

Modal

3

0.211

4. 728

29.7088

882.6154

Modal

4

0.138

7. 245

45.5236

2072.4008

Modal

5

0.098

10.175

63.9304

4087.0933

Modal

6

0.072

13.796

86.6805

7513.5062

Modal

7

0.042

24.073

151.2535

22877.6204

Modal

8

0.034

29.299

184.0903

33889.224

Modal

9

0.028

35.905

225.5947

50892.9748

Modal Modal

10 11

0.022 0.017

45.754 58.635

287.4796 368.4149

82 82644.5252 135729.5623

Page 68 of 77

 

 Analysis Results Results

25/6/2020

Table 5.5 - Modal Periods And Frequencies (continued) Case

Mode

Period sec

Modal

12

0.013

Frequency CircFreq Eigenvalue cyc/sec rad/sec rad2/sec2 77.479

486.8126

23 236986.518

Table 5.6 - Modal Participating Mass Ratios (Part 1 of 2) Case

Mode

Period sec

UX

UY

UZ

Modal

1

0.28

0.9664

0.0015

0

0.9664

0 0..0015

Modal

2

0.224

0.0254

0.0036

0

0.9918

Modal

3

0.211

0.0004

0.9707

0

0.9922

SumUX SumUY SumUZ

RX

RY

RZ

0

1.805E-05

0 0..7381

0.0208

0 0..005

0

0

0.0614

0. 9577

0. 9757

0

0.8251

0.0033

0.0061

Modal

4

0.138

0. 002

0.0085

0

0.9941

0. 9842

0

0.016

0.1714

0.0097

Modal

5

0.098

0.0004

2.62E-06

0

0.9945

0. 0 . 9842

0

4.895E-06

0.0031

0.0001

Modal

6

0.072

0.0011

0.0003

0

0.9956

0. 9845

0

0.0027

0.0045

0.0002

Modal

7

0.042

1. 1.035E-05

2.397E-06

0

0.9956

0 0..9845

0

0.0009

0.0004

0.0001

Modal

8

0.034

7. 7.215E-07

0.0001

0

0.9956

0. 0.9846

0

0.0005

0.0003

1.416E-06

Modal

9

0.028

0.0042

0.0075

0

0.9998

0. 9921

0

0.0884

0.0073

0.0021

Modal

10

0.022

0.0002

0.0044

0

1

0.9965

0

0.0342

0.0069

0.0018

Modal

11

0.017

0

1.442E-05

0

1

0.9965

0

0.0001

1. 1.071E-05

7.57E-07

Modal

12

0.013

0

0

0

1

0.9965

0

Table 5.6 - Modal Participating Mass Ratios (Part 2 of 2) SumRX

SumRY SumRZ

1.80 1.805E 5E-0 -05 5

0.73 0.7381 81

0. 0.02 0208 08

1.81 1.814E 4E-0 -05 5

0.79 0.7995 95

0. 0.97 9785 85

0.82 0.8251 51

0.80 0.8028 28

0.9 .984 846 6

0.84 0.8412 12

0.97 0.9742 42

0.9 .994 943 3

0.84 0.8412 12

0.97 0.9772 72

0.9 .994 945 5

0.84 0.8438 38

0.98 0.9817 17

0.9 .994 947 7

0.84 0.8448 48

0.98 0.9821 21

0.9 .994 947 7

0.84 0.8453 53

0.98 0.9824 24

0.9 .994 947 7

0.93 0.9337 37

0.98 0.9897 97

0.9 .996 968 8

0.96 0.9678 78

0.99 0.9966 66

0.9 .998 986 6

0.968

0.9966

0.9986

0.968

0.9966

0.9986

Table 5.7 - Modal Load Participation Ratios Case

ItemType

Item

Static %

Dynamic %

Modal

Acceleration

UX

100

100

Modal

A Ac cceleration

UY

100

99. 65

Modal

Acceleration

UZ

0

0

2.068E-06 7.424E-06

0

Page 69 of 77

 

 Analysis Results Results

25/6/2020

Table 5.8 - Modal Direction Factors Case

Mode

Period sec

UX

UY

UZ

RZ

Modal

1

0.28

0.949

0.007

0

0.044

Modal

2

0.224

0.051

0.016

0

0.933

Modal

3

0.211

0.007

0.986

0

0.007

Modal Modal

4 5

0.138 0.098

0.867 0.01

0.125 0. 001

0 0

0.009 0.989

Modal

6

0.072

0.13

0. 072

0

0.798

Modal

7

0.042

0

0. 002

0

0.998

Modal

8

0.034

0.001

0.004

0

0.995

Modal

9

0.028

0.136

0.826

0

0.038

Modal

10

0.022

0.213

0.751

0

0.036

Modal

11

0.017

0

0

0

1

Modal

12

0.013

0

0

0

0.999

Page 70 of 77

 

Design Data

25/6/2020

6 Design Data This chapter provides design data and results. 6.1 Steel Frame Design Table 6.1 - Steel Frame Design D esign Preferences - AISC LRFD 93 Item

Value

Multi-Res Mult i-Response ponse Desig Design n

Step-b Step-by-Ste y-Step p - All

Frame Type

Moment Frame

Phi (Bending)

0. 9

Phi (Compression)

0. 9

Phi (Tension)

0. 9

Phi (Shear)

0.85

Phi Phi (Com (Compr pre essi ssion, on, Angl Angle e)

0. 0.9 9

Consider Deflection?

Yes

DL Ratio

120

SDL+LL Ratio

120

LL R at i o

360

Total Ratio

240

Total Camber Limit

240

Patt Patte ern Live ive Load Load Fact Factor or

0.7 .75 5

D/C Ratio Limit

0. 95

Maximum Iterations

1

Table 6.2 - Steel Frame Design Overwrites - AISC LRFD 93 (Part 1 of 4) Unique Design Name Type

Story

Label

Design Section

Frame Type

Check Deflection?

TAPA TAPANC NCO O

C1

14

Colu Column mn

Pro Progr gram am Dete Determ rmin ined ed

Prog Progra ram m De Dete term rmin ined ed

Pro Progr gram am De Dete term rmin ined ed

TAPA TAPANC NCO O

C2

15

Colu Column mn

Pro Progr gram am Dete Determ rmin ined ed

Prog Progra ram m De Dete term rmin ined ed

Pro Progr gram am De Dete term rmin ined ed

TAPA TAPANC NCO O

C3

16

Colu Column mn

Pro Progr gram am Dete Determ rmin ined ed

Prog Progra ram m De Dete term rmin ined ed

Pro Progr gram am De Dete term rmin ined ed

TAPA TAPANC NCO O

C4

17

Colu Column mn

Pro Progr gram am Dete Determ rmin ined ed

Prog Progra ram m De Dete term rmin ined ed

Pro Progr gram am De Dete term rmin ined ed

TAPA TAPANC NCO O

C5

18

Colu Column mn

Pro Progr gram am Dete Determ rmin ined ed

Prog Progra ram m De Dete term rmin ined ed

Pro Progr gram am De Dete term rmin ined ed

TAPA TAPANC NCO O

C6

19

Colu Column mn

Pro Progr gram am Dete Determ rmin ined ed

Prog Progra ram m De Dete term rmin ined ed

Pro Progr gram am De Dete term rmin ined ed

TAPA TAPAN NC O

B2

2

Beam Beam

Pro Progra gram D et etermi ermin ned

Prog Progra ram m De ete term rmiine ned d

Prog Progra ram m De ete term rmin ine ed

TAPA TAPAN NC O

B4

4

Beam Beam

Pro Progra gram D et etermi ermin ned

Prog Progra ram m De ete term rmiine ned d

Prog Progra ram m De ete term rmin ine ed

TAPA TAPAN NC O

B12 B12

12

Beam Beam

Pro Progra gram D ete eterm rmiine ned d

Pro Progra gram D e ete term rmin ined ed Pro Progr gra am D e ete term rmin ine ed

TAPA TAPAN NC O

B7

6

Beam Beam

Pro Progra gram D et etermi ermin ned

Prog Progra ram m De ete term rmiine ned d

Prog Progra ram m De ete term rmin ine ed

TAPA TAPAN NC O

B8

7

Beam Beam

Pro Progra gram D et etermi ermin ned

Prog Progra ram m De ete term rmiine ned d

Prog Progra ram m De ete term rmin ine ed

TAPA TAPAN NC O

B9

8

Beam Beam

Pro Progra gram D et etermi ermin ned

Prog Progra ram m De ete term rmiine ned d

Prog Progra ram m De ete term rmin ine ed

TAPA TAPAN NC O

B14 B14

9

Beam Beam

Pro Progra gram D et etermi ermin ned

Pro Prog gram ram D e ete term rmiine ned d

Pr Prog ogra ram m De ete term rmin ine ed

TAPA TAPAN NC O

B15 B15

10

Beam Beam

Pro Progra gram D ete eterm rmiine ned d

Pro Progra gram D e ete term rmin ined ed Pro Progr gra am D e ete term rmin ine ed

TAPA TAPAN NC O

B16 B16

23

Beam Beam

Pro Progra gram D ete eterm rmiine ned d

Pro Progra gram D e ete term rmin ined ed Pro Progr gra am D e ete term rmin ine ed

TAPA TAPAN NC O

B17 B17

24

Beam Beam

Pro Progra gram D ete eterm rmiine ned d

Pro Progra gram D e ete term rmin ined ed Pro Progr gra am D e ete term rmin ine ed

TAPA TAPAN NC O

B18 B18

25

Beam Beam

Pro Progra gram D ete eterm rmiine ned d

Pro Progra gram D e ete term rmin ined ed Pro Progr gra am D e ete term rmin ine ed

TAPA TAPAN NC O

B19 B19

26

Beam Beam

Pro Progra gram D ete eterm rmiine ned d

Pro Progra gram D e ete term rmin ined ed Pro Progr gra am D e ete term rmin ine ed

TAPA TAPAN NC O

B20 B20

27

Beam Beam

Pro Progra gram D ete eterm rmiine ned d

Pro Progra gram D e ete term rmin ined ed Pro Progr gra am D e ete term rmin ine ed

TAPA TAPAN NC O

B21 B21

28

Beam Beam

Pro Progra gram D ete eterm rmiine ned d

Pro Progra gram D e ete term rmin ined ed Pro Progr gra am D e ete term rmin ine ed

TAPA TAPAN NC O

B22 B22

29

Beam Beam

Pro Progra gram D ete eterm rmiine ned d

Pro Progra gram D e ete term rmin ined ed Pro Progr gra am D e ete term rmin ine ed

TAPA TAPAN NC O

B23 B23

30

Beam Beam

Pro Progra gram D ete eterm rmiine ned d

Pro Progra gram D e ete term rmin ined ed Pro Progr gra am D e ete term rmin ine ed

Page 71 of 77

 

Design Data

25/6/2020

Table 6.2 - Steel Frame Design Overwrites - AISC LRFD 93 (Part 1 of 4, continued) Unique Design Name Type

Story

Label

Design Section

Frame Type

Check Deflection?

TAPA TAPAN NC O

B24 B24

31

Beam Beam

Pro Progra gram D ete eterm rmiine ned d

Pro Progra gram D e ete term rmin ined ed Pro Progr gra am D e ete term rmin ine ed

TAPA TAPAN NC O

B25 B25

32

Beam Beam

Pro Progra gram D ete eterm rmiine ned d

Pro Progra gram D e ete term rmin ined ed Pro Progr gra am D e ete term rmin ine ed

TAPA TAPAN NC O

B33 B33

40

Beam Beam

Pro Progra gram D ete eterm rmiine ned d

Pro Progra gram D e ete term rmin ined ed Pro Progr gra am D e ete term rmin ine ed

TAPA TAPAN NC O TAPA TAPAN NC O

B34 B34 B35 B35

41 42

Beam Beam Beam Beam

Pro Progra gram D ete eterm rmiine ned d Pro Progra gram D ete eterm rmiine ned d

Pro Progra gram D e ete term rmin ined ed Pro Progr gra am D e ete term rmin ine ed Pro Progra gram D e ete term rmin ined ed Pro Progr gra am D e ete term rmin ine ed

TAPA TAPAN NC O

B36 B36

43

Beam Beam

Pro Progra gram D ete eterm rmiine ned d

Pro Progra gram D e ete term rmin ined ed Pro Progr gra am D e ete term rmin ine ed

TAPA TAPAN NC O

B37 B37

44

Beam Beam

Pro Progra gram D ete eterm rmiine ned d

Pro Progra gram D e ete term rmin ined ed Pro Progr gra am D e ete term rmin ine ed

TAPA TAPAN NC O

B38 B38

45

Beam Beam

Pro Progra gram D ete eterm rmiine ned d

Pro Progra gram D e ete term rmin ined ed Pro Progr gra am D e ete term rmin ine ed

TAPA TAPAN NC O

B40 B40

47

Beam Beam

Pro Progra gram D ete eterm rmiine ned d

Pro Progra gram D e ete term rmin ined ed Pro Progr gra am D e ete term rmin ine ed

TAPA TAPAN NC O

B41 B41

48

Beam Beam

Pro Progra gram D ete eterm rmiine ned d

Pro Progra gram D e ete term rmin ined ed Pro Progr gra am D e ete term rmin ine ed

TAPA TAPAN NC O

B42 B42

49

Beam Beam

Pro Progra gram D ete eterm rmiine ned d

Pro Progra gram D e ete term rmin ined ed Pro Progr gra am D e ete term rmin ine ed

TAPA TAPAN NC O

B43 B43

50

Beam Beam

Pro Progra gram D ete eterm rmiine ned d

Pro Progra gram D e ete term rmin ined ed Pro Progr gra am D e ete term rmin ine ed

TAPA TAPAN NC O

B45 B45

52

Beam Beam

Pro Progra gram D ete eterm rmiine ned d

Pro Progra gram D e ete term rmin ined ed Pro Progr gra am D e ete term rmin ine ed

TAPA TAPAN NC O

B50 B50

57

Beam Beam

Pro Progra gram D ete eterm rmiine ned d

Pro Progra gram D e ete term rmin ined ed Pro Progr gra am D e ete term rmin ine ed

TAPA TAPAN NC O

D3

22

Bra Brace

Pro Progra gram D ete eterm rmin ine ed

Progr Program am D e ete term rmin ine ed

Prog Program ram D e ete term rmiined

CRUC CRUCE E ESC ESC 2

D2

21

Brac Brace e

Prog Progra ram m Dete Determ rmin ined ed

Prog Progra ram m De Dete term rmin ined ed

Prog Progra ram m De Dete term rmin ined ed

CRUC CRUCE E ESC ESC 1

D1

20

Brac Brace e

Prog Progra ram m Dete Determ rmin ined ed

Prog Progra ram m De Dete term rmin ined ed

Prog Progra ram m De Dete term rmin ined ed

Table 6.2 - Steel Frame Design Overwrites - AISC LRFD 93 (Part 2 of 4) Specified Camber  Camber  Ratio mm

Unbraced Unbraced Length Length Ratio Ratio Major  Minor 

Net Area Ratio

LLRF

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

Program Determined

0

0

0

0

0

0

0

0

0

0

Program Determined

0

0

0

0

0

0

0

0

0

0

Program Determined

0

0

0

0

0

0

0

0

0

0

Program Determined

0

0

0

0

0

0

0

0

0

0

Program Determined

0

0

0

0

0

0

0

0

0

0

Program Determined

0

0

0

0

0

0

0

0

0

0

Program Determined

0

0

0

0

0

0

0

0

0

0

Program Determined

0

0

0

0

0

0

0

0

0

0

Program Determined

0

0

0

0

0

0

0

0

0

0

Program Determined

0

0

0

0

0

0

0

0

0

0

Program Determined

0

0

0

0

0

0

0

0

0

0

Program Determined

0

0

0

0

0

0

0

0

0

0

Program Determined

0

0

0

0

0

0

0

0

0

0

Program Determined

0

0

0

0

0

0

0

0

0

0

Program Determined

0

0

0

0

0

0

0

0

0

0

Program Determined

0

0

0

0

0

0

0

0

0

0

Program Determined

0

0

0

0

0

0

0

0

0

0

Deflection Type

DL Ratio

SDL+LL Ratio

LL Ratio

Total Ratio

Program Determined

0

0

0

0

0

Program Determined

0

0

0

0

Program Determined

0

0

0

Program Determined

0

0

Program Determined

0

Program Determined

Page 72 of 77

 

Design Data

25/6/2020

Table 6.2 - Steel Frame Design Overwrites - AISC LRFD 93 (Part 2 of 4, continued) Specified Camber  Camber  Ratio mm

Unbraced Unbraced Length Length Ratio Ratio Major  Minor 

Net Area Ratio

LLRF

0

0

0

0

0

0 0

0 0

0 0

0 0

0 0

0 0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

Program Determined

0

0

0

0

0

0

0

0

0

0

Program Determined

0

0

0

0

0

0

0

0

0

0

Program Determined

0

0

0

0

0

0

0

0

0

0

Program Determined

0

0

0

0

0

0

0

0

0

0

Program Determined

0

0

0

0

0

0

0

0

0

0

Program Determined

0

0

0

0

0

0

0

0

0

0

Program Determined

0

0

0

0

0

0

0

0

0

0

Program Determined

0

0

0

0

0

0

0

0

0

0

Program Determined

0

0

0

0

0

0

0

0

0

0

Deflection Type

DL Ratio

SDL+LL Ratio

LL Ratio

Total Ratio

Program Determined

0

0

0

0

0

Program Determined Program Determined

0 0

0 0

0 0

0 0

Program Determined

0

0

0

Program Determined

0

0

Program Determined

0

Program Determined

Table 6.2 - Steel Frame Design Overwrites - AISC LRFD 93 (Part 3 of 4) Nonsway Sway Sway  Yield Nonsway Effective Moment Moment Moment Compressive Moment Moment Bending stress, Moment Length Factor  Factor  Factor  Capacity, Pnc Coefficient Coefficient Coefficient Factor  Fy Factor  (B1 (B2 (B2 kgf  (Cm Major) (Cm Minor) (Cb) (B1 Major) kgf/cm2 Minor  Minor) Major) Minor) 0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

Page 73 of 77

 

Design Data

25/6/2020

Table 6.2 - Steel Frame Design Overwrites - AISC LRFD 93 (Part 3 of 4, continued) Nonsway Sway Sway  Yield Nonsway Effective Compressive Moment Moment Moment Moment Moment Bending stress, Moment Length Capacity, Pnc Factor  Factor  Factor  Coefficient Coefficient Coefficient Fy Factor  Factor  kgf  (B1 (B2 (B2 (Cm Major) (Cm Minor) (Cb) kgf/cm2 (B1 Major) Minor  Minor) Major) Minor) 0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0 0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

Table 6.2 - Steel Frame Design Overwrites - AISC LRFD 93 (Part 4 of 4) Major  Bending Capacity, Mn3 kgf-m

Minor  Bending Capacity, Mn2 kgf-m

Major  Minor  Shear  Shear  Capacity, Capacity, Vn2 Vn3 kgf  kgf 

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 0

0 0

0 0

0 0

0 0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

D/C Ratio Limit

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

Page 74 of 77

 

Design Data

25/6/2020

Table 6.2 - Steel Frame Design Overwrites - AISC LRFD 93 (Part 4 of 4, continued) Major  Bending Capacity, Mn3 kgf-m

Minor  Bending Capacity, Mn2 kgf-m

Major  Minor  Shear  Shear  Capacity, Capacity, Vn2 Vn3 kgf  kgf 

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

D/C Ratio Limit

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 0

0 0

0 0

0 0

0 0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

Table 6.3 - Steel Column Envelope - AISC LRFD 93 Story

Label

UniqueName

Section

Moment Interaction Check

PMM Combo

V22 Ratio

V33 Ratio

Section Class

TAPANCO

C1

14

PTR 5X5 CAL 1/4

0.878 = 0.539 + 0.081 + 0.258

DStlS4

0.006

0.018

Compact

TAPANCO

C2

15

PTR 3X3 CAL 10

0.528 = 0.254 + 0.192 + 0.082

DStlS4

0.008

0.003

Compact

TAPANCO

C3

16

PTR 3X3 CAL 10

0.198 = 0 + 0.093 + 0.105

DStlS4

0.003

0.004

Compact

TAPANCO

C4

17

PTR 4X4 CAL 3/16

0.641 = 0.231 + 0.107 + 0.303

DStlS4

0.006

0.017

Compact

TAPANCO

C5

18

PTR 4X4 CAL 3/16

0.652 = 0.1 + 0.146 + 0.407

DStlS4

0.007

0. 02

Compact

TAPANCO

C6

19

PTR 5X5 CAL 1/4

0.82 = 0.526 + 0.106 + 0.188

DStlS4

0.007

0.013

Compact

Table 6.4 - Steel Beam Envelope - AISC LRFD 93 (Part 1 of 2) Story

Label

UniqueName

Section

Moment Interaction Check

PMM Combo

V22 Ratio

V33 Ratio

TAPANCO

B2

2

PTR 3X2 CAL 9

0.762 = 0.004 + 0.374 + 0.384

DStlS4

0.079

0.036

TAPANCO

B4

4

PTR 3X2 CAL 14

0.496 = 0.029 + 0.424 + 0.043

DStlS4

0.058

0.001

TAPANCO

B12

12

PTR 3X2 CAL 14

0.491 = 0.022 + 0.439 + 0.03

DStlS4

0.059

0.001

TAPANCO

B7

6

PTR 4X2 CAL 1/4

0.731 = 0.008 + 0.717 + 0.006

DStlS4

0.101

0.002

TAPANCO

B8

7

PTR 4X2 CAL 1/4

0.346 = 0.008 + 0.33 + 0.008

DStlS4

0.074

0.002

TAPANCO

B9

8

PTR 4X2 CAL 1/4

0.665 = 0.008 + 0.623 + 0.033

DStlS4

0.046

0.006

TAPANCO TAPANCO

B14 B15

9 10

PTR 4X2 CAL 1/4 PTR 4X2 CAL 1/4

0.681 = 0.009 + 0.639 + 0.033 0.572 = 0.004 + 0.551 + 0.017

DStlS4 DStlS4

0.017 0.057

0.022 0.003

Page 75 of 77

 

Design Data

25/6/2020

Table 6.4 - Steel Beam Envelope - AISC LRFD 93 (Part 1 of o f 2, continued) Story

Label

UniqueName

Section

Moment Interaction Check

PMM Combo

V22 Ratio

V33 Ratio

TAPANCO

B16

23

PTR 4X2 CAL 1/4

0.407 = 0.005 + 0.4 + 0.002

DStlS4

0.105

0.001

TAPANCO

B17

24

PTR 4X2 CAL 1/4

0.518 = 0.006 + 0.506 + 0.006

DStlS4

0.096

0.003

TAPANCO

B18

25

PTR 4X2 CAL 1/4

0.43 = 0.006 + 0.411 + 0.013

DStlS4

0.058

0.002

TAPANCO

B19

26

PTR 4X2 CAL 1/4

0.544 = 0.006 + 0.538 + 1.181E-04

DStlS4

0.02

0.001

TAPANCO

B20

27

PTR 4X2 CAL 1/4

0.549 = 0.006 + 0.539 + 0.004

DStlS4

0.018

0.001

TAPANCO

B21

28

PTR 4X2 CAL 1/4

0.433 = 0.006 + 0.423 + 0.005

DStlS4

0.056

0.002

TAPANCO

B22

29

PTR 4X2 CAL 1/4

0.488 = 0.006 + 0.477 + 0.004

DStlS4

0.093

0.001

TAPANCO

B23

30

PTR 4X2 CAL 1/4

0.264 = 3.58E-04 + 0.164 + 0.099

DStlS4

0.026

0.022

TAPANCO

B24

31

PTR 4X2 CAL 1/4

0.06 = 2.934E-04 + 0.059 + 0.001

DStlS4

0.015

0.002

TAPANCO

B25

32

PTR 4X2 CAL 1/4

0.07 = 3.192E-04 + 0.068 + 0.002

DStlS4

0.005

0.001

TAPANCO

B33

40

PTR 3X2 CAL 14

0.205 = 0 + 0.205 + 0

DStlS4

0.045

0

TAPANCO

B34

41

PTR 3X2 CAL 14

0.786 = 0.003 + 0.779 + 0.005

DStlS4

0.115

0.001

TAPANCO

B35

42

PTR 3X2 CAL 14

0.529 = 0.001 + 0.516 + 0.013

DStlS4

0.078

0.001

TAPANCO

B36

43

PTR 3X2 CAL 14

0.205 = 0 + 0.205 + 0

DStlS4

0.045

0

TAPANCO

B37

44

PTR 3X2 CAL 14

0.805 = 4.042E-04 + 0.801 + 0.004

DStlS4

0. 116

0.001

TAPANCO

B38

45

PTR 3X2 CAL 14

0.519 = 0.015 + 0.504 + 0.001

DStlS4

0.076

0.0004418

TAPANCO

B40

47

PTR 3X2 CAL 14

0.205 = 0 + 0.205 + 0

DStlS4

0.045

0

TAPANCO

B41

48

PTR 3X2 CAL 14

0.818 = 0.001 + 0.811 + 0.006

DStlS4

0.115

0.001

TAPANCO

B42

49

PTR 3X2 CAL 14

0.823 = 0.006 + 0.811 + 0.006

DStlS4

0.11

0.001

TAPANCO

B43

50

PTR 3X2 CAL 14

0.205 = 0 + 0.205 + 0

DStlS4

0.045

0

TAPANCO

B45

52

PTR 3X2 CAL 14

0.796 = 0.001 + 0.789 + 0.006

DStlS4

0.112

0.001

TAPANCO

B50

57

PTR 3X2 CAL 14

0.139 = 0 + 0.139 + 0

DStlS4

0.037

0

Table 6.4 - Steel Beam Envelope - AISC LRFD 93 (Part 2 of 2)

Section Class

Conn. V Conn. V I-End J-End kgf  kgf 

Compact

0

0

Slender

0

0

Slender Compact

0 0

0 0

Compact

0

0

Compact

0

0

Compact

0

0

Compact

0

0

Compact

0

0

Compact

0

0

Compact

0

0

Compact

0

0

Compact

0

0

Compact

0

0

Compact

0

0

Compact

0

0

Compact

0

0

Compact

0

0

Page 76 of 77

 

Design Data

25/6/2020

Table 6.4 - Steel Beam Envelope - AISC LRFD 93 (Part 2 of o f 2, continued)

Section Class

Conn. V Conn. V I-End J-End kgf  kgf 

Slender

0

0

Slender Slender

0 0

0 0

Slender

0

0

Slender

0

0

Slender

0

0

Slender

0

0

Slender

0

0

Slender

0

0

Slender

0

0

Slender

0

0

Slender

0

0

Table 6.5 - Steel Brace Envelope - AISC LRFD 93 (Part 1 of 2) Design

PMM

V22

V33

Section

Story

Label

UniqueName

Section

Moment Interaction Check Combo

Ratio

Ratio

Class

TAPANCO

D3

22

PTR 3X2 CAL 9

0.843 = 0.017 + 0.415 + 0.411

DStlS4

0.038

0.005

Compact

CRUCE ESC 2

D2

21

PTR 3X2 CAL 9

0.35 = 0.001 + 0.001 + 0.348

DStlS4

0.02

0. 046

Compact

CRUCE ESC 1

D1

20

PTR 3X2 CAL 9

0.337 = 0.008 + 0.261 + 0.067

DStlS4

0.036

0.005

Compact

Table 6.5 - Steel Brace Envelope - AISC LRFD 93 (Part 2 of 2) Conn. P Conn. P I-End J-End kgf  kgf  0

0

0

0

0

0