Project Report

Model File: project, Revision 0

22-04-2025
 Table of Contents

1. Structure Data 5

1.1 Story Data 5

1.2 Grid Data 5
1.3 Point Coordinates 5
1.4 Line Connectivity 7
1.5 Area Connectivity 8
1.6 Mass 9

2. Properties 11

2.1 Materials 11
2.2 Frame Sections 11
2.3 Shell Sections 14
2.4 Reinforcement Sizes 14

3. Assignments 15

3.1 Frame Assignments 15

4. Loads 16

4.1 Load Patterns 16

4.2 Auto Wind Loading 16
4.3 Auto Seismic Loading 18
4.4 Applied Loads 23
4.4.1 Line Loads 23
4.5 Load Cases 23
4.6 Load Combinations 23

5. Analysis Results 24

5.1 Structure Results 24

5.2 Story Results 26
5.3 Modal Results 36

ETABS v22.5.1 Page 2 of 38

 List of Figures

Figure 4-1 Set 1 19

Figure 4-2 Set 1 21

ETABS v22.5.1 Page 3 of 38

 List of Tables

Table 1.1 Story Definitions 5

Table 1.2 Grid Definitions - General 5
Table 1.3 Grid Definitions - Grid Lines 5
Table 1.4 Point Bays 5
Table 1.5 Column Bays 7
Table 1.6 Beam Bays 7
Table 1.7 Floor Bays 8
Table 1.8 Mass Source Definition 9
Table 1.9 Centers Of Mass And Rigidity 9
Table 1.10 Mass Summary by Diaphragm 9
Table 1.11 Mass Summary by Story 10
Table 1.12 Mass Summary by Group 10
Table 2.1 Material Properties - General 11
Table 2.2 Frame Section Property Definitions - Summary 11
Table 2.3 Area Section Property Definitions - Summary 14
Table 2.4 Reinforcing Bar Sizes 14
Table 3.1 Frame Assignments - Summary 15
Table 4.1 Load Pattern Definitions 16
Table 4.2 Frame Loads Assignments - Distributed 23
Table 4.3 Load Case Definitions - Summary 23
Table 4.4 Load Combination Definitions 23
Table 5.1 Base Reactions 24
Table 5.2 Centers Of Mass And Rigidity 24
Table 5.3 Diaphragm Center Of Mass Displacements 24
Table 5.4 Story Max Over Avg Displacements 26
Table 5.5 Story Drifts 29
Table 5.6 Story Forces 32
Table 5.7 Modal Periods And Frequencies 36
Table 5.8 Modal Participating Mass Ratios 36
Table 5.9 Modal Load Participation Ratios 37
Table 5.10 Modal Direction Factors 37

ETABS v22.5.1 Page 4 of 38

Structure Data 22-04-2025

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

1.1 Story Data

Table 1.1 - Story Definitions

Height Master Similar Splice

Tower Name Color
m Story To Story
T1 Story8 3 Yes None No Yellow
T1 Story7 3 No Story8 No Gray8Dark
T1 Story6 3 No Story8 No Blue
T1 Story5 3 No Story8 No Green
T1 Story4 3 No Story8 No Cyan
T1 Story3 3 No Story8 No Red
T1 Story2 3 No Story8 No Magenta
T1 Story1 3 No Story8 No Yellow

1.2 Grid Data

Table 1.2 - Grid Definitions - General

Bubble
Ux Uy Rz Story
Tower Name Type Size Color
m m deg Range
mm
T1 G1 Cartesian 0 0 0 Default 1250 Gray6

Table 1.3 - Grid Definitions - Grid Lines

Grid Line Ordinate Bubble

Name ID Visible
Type m Location
G1 X (Cartesian) A 0 End Yes
G1 X (Cartesian) B 6 End Yes
G1 X (Cartesian) C 8 End Yes
G1 Y (Cartesian) 1 0 Start Yes
G1 Y (Cartesian) 2 4 Start Yes
G1 Y (Cartesian) 3 7 Start Yes
G1 Y (Cartesian) 4 10 Start Yes
G1 Y (Cartesian) 5 13.5 Start Yes

1.3 Point Coordinates

Table 1.4 - Point Bays

Is Auto X Y DZBelow
Label
Point m m m
1 No 0 0 0
2 No 0 4 0
3 No 0 7 0
4 No 0 10 0
5 No 0 13.5 0
6 No 6 0 0
7 No 6 4 0

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Structure Data 22-04-2025

Table 1.4 - Point Bays (continued)

Is Auto X Y DZBelow
Label
Point m m m
8 No 6 7 0
9 No 6 10 0
10 No 6 13.5 0
11 No 8 0 0
12 No 8 4 0
13 No 8 7 0
14 No 8 10 0
15 No 8 13.5 0
16 No 1.5 10 0
17 No 1.5 13.5 0
18 No 3 10 0
19 No 3 13.5 0
20 No 4.5 10 0
21 No 4.5 13.5 0
22 No 1.5 7 0
23 No 3 7 0
24 No 4.5 7 0
25 No 1.5 4 0
26 No 3 4 0
27 No 4.5 4 0
28 No 1.5 0 0
29 No 3 0 0
30 No 4.5 0 0
31 No 7 10 0
32 No 7 13.5 0
33 No 7 7 0
34 No 7 4 0
35 No 7 0 0
36 Yes 4 6.75 0
37 Yes 4 6.75 0
38 Yes 4 6.75 0
39 Yes 4 6.75 0
40 Yes 4 6.75 0
41 Yes 4 6.75 0
42 Yes 4 6.75 0
43 Yes 4 6.75 0
44 Yes 4.1361 6.7805 0
45 Yes 4.2264 6.8021 0
46 Yes 4.2264 6.8021 0
47 Yes 4.2264 6.8021 0
48 Yes 4.2264 6.8021 0
49 Yes 4.2706 6.8729 0
50 Yes 4.2709 6.8737 0
51 Yes 4.2425 6.8048 0
60 Yes 4 6.75 0

ETABS v22.5.1 Page 6 of 38

Structure Data 22-04-2025

Table 1.4 - Point Bays (continued)

Is Auto X Y DZBelow
Label
Point m m m
61 Yes 4 6.75 0
62 Yes 4 6.75 0
63 Yes 4 6.75 0
64 Yes 4 6.75 0
65 Yes 4 6.75 0
66 Yes 4 6.75 0
67 Yes 4 6.75 0

1.4 Line Connectivity

Table 1.5 - Column Bays

Label PointBayI PointBayJ IEndStory

C1 1 1 Below
C2 2 2 Below
C3 3 3 Below
C4 4 4 Below
C5 5 5 Below
C6 6 6 Below
C7 7 7 Below
C8 8 8 Below
C9 9 9 Below
C10 10 10 Below
C11 11 11 Below
C12 12 12 Below
C13 13 13 Below
C14 14 14 Below
C15 15 15 Below

Table 1.6 - Beam Bays

Label PointBayI PointBayJ

B1 1 2
B2 2 3
B3 3 4
B4 4 5
B5 6 7
B6 7 8
B7 8 9
B8 9 10
B9 11 12
B10 12 13
B11 13 14
B12 14 15
B13 1 6
B14 6 11
B15 2 7

ETABS v22.5.1 Page 7 of 38

Structure Data 22-04-2025

Table 1.6 - Beam Bays (continued)

Label PointBayI PointBayJ

B16 7 12
B17 3 8
B18 8 13
B19 4 9
B20 9 14
B21 5 10
B22 10 15
B23 16 17
B24 18 19
B25 20 21
B26 22 16
B27 23 18
B28 24 20
B29 25 22
B30 26 23
B31 27 24
B32 28 25
B33 29 26
B34 30 27
B35 31 32
B36 33 31
B37 34 33
B38 35 34

1.5 Area Connectivity

Table 1.7 - Floor Bays

Label NumPoints PointNumber PointBay

F3 4 1 1
F3 2 6
F3 3 7
F3 4 2
F4 4 1 2
F4 2 7
F4 3 8
F4 4 3
F5 4 1 3
F5 2 8
F5 3 9
F5 4 4
F6 4 1 4
F6 2 9
F6 3 10
F6 4 5
F7 4 1 6
F7 2 11

ETABS v22.5.1 Page 8 of 38

Structure Data 22-04-2025

Table 1.7 - Floor Bays (continued)

Label NumPoints PointNumber PointBay

F7 3 12
F7 4 7
F8 4 1 7
F8 2 12
F8 3 13
F8 4 8
F9 4 1 8
F9 2 13
F9 3 14
F9 4 9
F10 4 1 9
F10 2 14
F10 3 15
F10 4 10

1.6 Mass
Table 1.8 - Mass Source Definition

Include Include Source Source Source Move

Is Lump
Name Lateral Vertical Self Added Load Mass
Default Mass?
Mass? Mass? Mass? Mass? Patterns? Centroid?
MsSrc1 Yes Yes No Yes Yes Yes No No

Table 1.9 - Centers Of Mass And Rigidity

Cum Cum
Mass X Mass Y XCM YCM XCCM YCCM XCR YCR
Story Diaphragm Mass X Mass Y
kg kg m m m m m m
kg kg

Story8 D1 61665.22 61665.22 4.1361 6.7805 61665.22 61665.22 4.1361 6.7805

Story7 D1 75145.14 75145.14 4.2264 6.8021 136810.36 136810.36 4.1857 6.7923
Story6 D1 75145.14 75145.14 4.2264 6.8021 211955.5 211955.5 4.2001 6.7958
Story5 D1 75145.14 75145.14 4.2264 6.8021 287100.64 287100.64 4.207 6.7974
Story4 D1 75145.14 75145.14 4.2264 6.8021 362245.78 362245.78 4.211 6.7984
Story3 D1 74371.53 74371.53 4.2706 6.8729 436617.31 436617.31 4.2212 6.8111
Story2 D1 74362.34 74362.34 4.2709 6.8737 510979.65 510979.65 4.2284 6.8202
Story1 D1 82534.23 82534.23 4.2425 6.8048 593513.88 593513.88 4.2304 6.818

Table 1.10 - Mass Summary by Diaphragm

Mass
X Mass Y Mass
Mass X Mass Y Moment
Story Diaphragm Center Center
kg kg of Inertia
m m
ton-m2

Story8 D1 61665.22 61665.22 1560.2178 4.1361 6.7805

Story7 D1 75145.14 75145.14 2018.3234 4.2264 6.8021
Story6 D1 75145.14 75145.14 2018.3234 4.2264 6.8021
Story5 D1 75145.14 75145.14 2018.3234 4.2264 6.8021
Story4 D1 75145.14 75145.14 2018.3234 4.2264 6.8021

ETABS v22.5.1 Page 9 of 38

Structure Data 22-04-2025

Table 1.10 - Mass Summary by Diaphragm (continued)

Mass
X Mass Y Mass
Mass X Mass Y Moment
Story Diaphragm Center Center
kg kg of Inertia
m m
ton-m2

Story3 D1 74371.53 74371.53 1968.0884 4.2706 6.8729

Story2 D1 74362.34 74362.34 1967.5941 4.2709 6.8737
Story1 D1 82534.23 82534.23 2242.2187 4.2425 6.8048

Table 1.11 - Mass Summary by Story

UX UY UZ
Story
kg kg kg
Story8 61665.22 61665.22 0
Story7 75145.14 75145.14 0
Story6 75145.14 75145.14 0
Story5 75145.14 75145.14 0
Story4 75145.14 75145.14 0
Story3 74371.53 74371.53 0
Story2 74362.34 74362.34 0
Story1 82534.23 82534.23 0
Base 13245.27 13245.27 0

Table 1.12 - Mass Summary by Group

Self
Self Mass Mass X Mass Y Mass Z
Group Weight
kg kg kg kg
kN
All 606759.14 0 606759.14 606759.14 0

ETABS v22.5.1 Page 10 of 38

Properties 22-04-2025

2 Properties

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

2.1 Materials
Table 2.1 - Material Properties - General

Material Type SymType Grade Color Notes

Fe345 Steel Isotropic Fe345 Red
HYSD415 Rebar Uniaxial HYSD Grade 415 Yellow
M20 Concrete Isotropic M20 Green
Tendon Tendon Uniaxial Unknown Gray8Dark

2.2 Frame Sections

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

Area J I33 I22 I23 As2 As3

Name Material Shape Color
cm2 cm4 cm4 cm4 cm4 cm2 cm2
Auto beams Auto Select
auto secbeams Auto Select
ISHB200-1 Fe345 Steel I/Wide Flange Cyan 47.1 11.2 3592.2 1200.3 0 12.4 32.1
ISHB200-2 Fe345 Steel I/Wide Flange Red 50.2 12.7 3677.6 1200.7 0 15.8 32.2
ISHB225-1 Fe345 Steel I/Wide Flange Magenta 54.4 13.3 5253.9 1728.1 0 14.7 36.6
ISHB225-2 Fe345 Steel I/Wide Flange Yellow 58.7 15.9 5408.6 1728.7 0 19.4 36.7
ISHB250-1 Fe345 Steel I/Wide Flange Gray8Dark 64.4 17.8 7710.4 2526.7 0 17.2 43.3
ISHB250-2 Fe345 Steel I/Wide Flange Blue 68.8 20.7 7904.5 2527.4 0 21.8 43.4
ISHB300-1 Fe345 Steel I/Wide Flange Green 74.2 24.1 12474.6 2761.4 0 22.8 47.4
ISHB300-2 Fe345 Steel I/Wide Flange Cyan 79.2 27.9 12799.7 2762.3 0 28 47.5
ISHB350-1 Fe345 Steel I/Wide Flange Red 85.1 32.5 19025.1 3022.4 0 29 52
ISHB350-2 Fe345 Steel I/Wide Flange Magenta 91 37.6 19548.7 3023.6 0 35.2 52.6
ISHB400-1 Fe345 Steel I/Wide Flange Yellow 317.6 614.1 95701.3 52934.2 0 74.4 226.4
ISHB400-2 Fe345 Steel I/Wide Flange Gray8Dark 888.5 7344 243323.8 357377 0 176.7 703.5
ISJB200 Fe345 Steel I/Wide Flange Magenta 12.5 0.8 764.8 18.1 0 6.7 5.8
ISJB225 Fe345 Steel I/Wide Flange Yellow 16 1 1274.6 42.8 0 8.3 7.7
ISLB200 Fe345 Steel I/Wide Flange Magenta 24.6 3.6 1642.8 121.9 0 10.6 14
ISLB225 Fe345 Steel I/Wide Flange Yellow 29.3 5.6 2448.4 143.7 0 12.8 16.6
ISLB250 Fe345 Steel I/Wide Flange Gray8Dark 34.7 6.4 3645.6 267.4 0 15.1 19.6
ISLB275 Fe345 Steel I/Wide Flange Blue 41.1 8.7 5276.3 403 0 17.5 23.4
ISLB300 Fe345 Steel I/Wide Flange Blue 47 11.2 7197.2 529.5 0 20 26.7
ISLB325 Fe345 Steel I/Wide Flange Green 53.7 14 9696.7 734.6 0 22.7 30.2
ISLB350 Fe345 Steel I/Wide Flange Cyan 61.8 20.9 12947.1 854.6 0 25.7 35.6
ISLB400 Fe345 Steel I/Wide Flange Red 71.3 28.1 19005.9 937.5 0 31.7 39.5
ISLB450 Fe345 Steel I/Wide Flange Magenta 82 36.5 27150.3 1099.5 0 38.4 43.8
ISMB200 Fe345 Steel I/Wide Flange Magenta 31.8 9.6 2204.8 180.3 0 11.3 20.6
ISMB225 Fe345 Steel I/Wide Flange Yellow 39.1 14 3395.5 262.2 0 14.6 24.9
ISMB250 Fe345 Steel I/Wide Flange Gray8Dark 152.6 269.1 16805.4 6514.8 0 34.6 116.5
ISMB300 Fe345 Steel I/Wide Flange Blue 176.4 306.2 28328.9 9080.5 0 45.9 130.1
ISMB350 Fe345 Steel I/Wide Flange Green 206.5 455.7 44632 10401 0 57.3 149.9
ISMB400 Fe345 Steel I/Wide Flange Cyan 77.6 47.3 20220.8 733.9 0 34.8 43.3

ETABS v22.5.1 Page 11 of 38

Properties 22-04-2025

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

Area J I33 I22 I23 As2 As3

Name Material Shape Color
cm2 cm4 cm4 cm4 cm4 cm2 cm2
ISWB200 Fe345 Steel I/Wide Flange Green 36.3 8.2 2606.5 411.9 0 12.3 23.5
ISWB225 Fe345 Steel I/Wide Flange Cyan 42.8 11.6 3898.6 557.3 0 14.5 27.5
ISWB250 Fe345 Steel I/Wide Flange Red 51.5 12.1 5926.9 1200.6 0 16.7 32.2
ISWB300 Fe345 Steel I/Wide Flange Magenta 60.7 17.3 9767 1334.3 0 22.1 35.9
ISWB350 Fe345 Steel I/Wide Flange Yellow 71.8 25.5 15410.4 1521.4 0 27.9 41.7
ISWB400 Fe345 Steel I/Wide Flange Gray8Dark 84.2 37.5 23226.4 1735.3 0 34.2 48.7
ISWB600-1 Fe345 Steel I/Wide Flange Cyan 750 6404.2 431250 104687.5 0 299.1 510.1

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

CG CG
S33Pos S33Neg S22Pos S22Neg Z33 Z22 R33 R22 Cw
Name Offset 3 Offset 2
cm3 cm3 cm3 cm3 cm3 cm3 mm mm cm6
mm mm

Auto beams
auto secbeams
ISHB200-1 359.2 359.2 120 120 394.3 181.7 87.3 50.5 109443 0 0
ISHB200-2 367.8 367.8 120.1 120.1 408.4 182.8 85.6 48.9 109443 0 0
ISHB225-1 467 467 153.6 153.6 511.6 232.5 98.3 56.4 201318.2 0 0
ISHB225-2 480.8 480.8 153.7 153.7 534 234.2 96 54.3 201318.2 0 0
ISHB250-1 616.8 616.8 202.1 202.1 674.5 305.9 109.4 62.6 364659.9 0 0
ISHB250-2 632.4 632.4 202.2 202.2 699.7 307.6 107.2 60.6 364659.9 0 0
ISHB300-1 831.6 831.6 220.9 220.9 914.6 335.3 129.7 61 577978.5 0 0
ISHB300-2 853.3 853.3 221 221 949.6 337.4 127.1 59.1 577978.5 0 0
ISHB350-1 1087.2 1087.2 241.8 241.8 1203 368.1 149.5 59.6 864823.5 0 0
ISHB350-2 1117.1 1117.1 241.9 241.9 1251 370.8 146.6 57.6 864823.5 0 0
ISHB400-1 4785.1 4785.1 2117.4 2117.4 5312.2 3203.9 173.6 129.1 18563849.3 0 0
ISHB400-2 12166.2 12166.2 9530.1 9530.1 14248.4 14421.6 165.5 200.6 108889180.9 0 0
ISJB200 76.5 76.5 6 6 89.2 9.5 78.3 12 1711.1 0 0
ISJB225 113.3 113.3 10.7 10.7 130.8 16.7 89.4 16.4 5162.7 0 0
ISLB200 164.3 164.3 24.4 24.4 187.1 37.9 81.7 22.3 11294.7 0 0
ISLB225 217.6 217.6 28.7 28.7 248.7 44.7 91.5 22.2 16780.4 0 0
ISLB250 291.6 291.6 42.8 42.8 331.1 66.2 102.4 27.7 39016.2 0 0
ISLB275 383.7 383.7 57.6 57.6 434 88.9 113.3 31.3 71297.1 0 0
ISLB300 479.8 479.8 70.6 70.6 542.2 108.9 123.7 33.5 111630.2 0 0
ISLB325 596.7 596.7 89 89 672.9 137.1 134.4 37 182238.1 0 0
ISLB350 739.8 739.8 103.6 103.6 835 159.7 144.7 37.2 244635.4 0 0
ISLB400 950.3 950.3 113.6 113.6 1080.5 176.2 163.3 36.3 351312.8 0 0
ISLB450 1206.7 1206.7 129.4 129.4 1379.6 201.5 182 36.6 522886.9 0 0
ISMB200 220.5 220.5 36.1 36.1 249.7 55.4 83.3 23.8 16108.5 0 0
ISMB225 301.8 301.8 47.7 47.7 342.6 73.5 93.2 25.9 29745.6 0 0
ISMB250 1344.4 1344.4 521.2 521.2 1544.3 790.8 104.9 65.3 823974.6 0 0
ISMB300 1888.6 1888.6 648.6 648.6 2146.1 986.2 126.7 71.7 1717953.5 0 0
ISMB350 2550.4 2550.4 742.9 742.9 2905.5 1132.5 147 71 2686663.5 0 0
ISMB400 1011 1011 104.8 104.8 1161.5 164.1 161.5 30.8 269746.2 0 0
ISWB200 260.6 260.6 58.8 58.8 291.2 89.9 84.7 33.7 37538.9 0 0
ISWB225 346.5 346.5 74.3 74.3 386.8 113.5 95.4 36.1 64413.7 0 0

ETABS v22.5.1 Page 12 of 38

Properties 22-04-2025

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

CG CG
S33Pos S33Neg S22Pos S22Neg Z33 Z22 R33 R22 Cw
Name Offset 3 Offset 2
cm3 cm3 cm3 cm3 cm3 cm3 mm mm cm6
mm mm

ISWB250 474.2 474.2 120.1 120.1 524 182.6 107.2 48.3 174243 0 0
ISWB300 651.1 651.1 133.4 133.4 725 203.8 126.8 46.9 280333.3 0 0
ISWB350 880.6 880.6 152.1 152.1 986.1 233.2 146.5 46 435669.8 0 0
ISWB400 1161.3 1161.3 173.5 173.5 1306.9 266.9 166.1 45.4 648999 0 0
ISWB600-1 14375 14375 4187.5 4187.5 16875 6562.5 239.8 118.1 78776041.7 0 0

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

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

Auto beams
auto secbeams
ISHB200-1 0 1 1 1 1 1 1 1 1
ISHB200-2 0 1 1 1 1 1 1 1 1
ISHB225-1 0 1 1 1 1 1 1 1 1
ISHB225-2 0 1 1 1 1 1 1 1 1
ISHB250-1 0 1 1 1 1 1 1 1 1
ISHB250-2 0 1 1 1 1 1 1 1 1
ISHB300-1 0 1 1 1 1 1 1 1 1
ISHB300-2 0 1 1 1 1 1 1 1 1
ISHB350-1 0 1 1 1 1 1 1 1 1
ISHB350-2 0 1 1 1 1 1 1 1 1
ISHB400-1 0 1 1 1 1 1 1 1 1
ISHB400-2 0 1 1 1 1 1 1 1 1
ISJB200 0 1 1 1 1 1 1 1 1
ISJB225 0 1 1 1 1 1 1 1 1
ISLB200 0 1 1 1 1 1 1 1 1
ISLB225 0 1 1 1 1 1 1 1 1
ISLB250 0 1 1 1 1 1 1 1 1
ISLB275 0 1 1 1 1 1 1 1 1
ISLB300 0 1 1 1 1 1 1 1 1
ISLB325 0 1 1 1 1 1 1 1 1
ISLB350 0 1 1 1 1 1 1 1 1
ISLB400 0 1 1 1 1 1 1 1 1
ISLB450 0 1 1 1 1 1 1 1 1
ISMB200 0 1 1 1 1 1 1 1 1
ISMB225 0 1 1 1 1 1 1 1 1
ISMB250 0 1 1 1 1 1 1 1 1
ISMB300 0 1 1 1 1 1 1 1 1
ISMB350 0 1 1 1 1 1 1 1 1
ISMB400 0 1 1 1 1 1 1 1 1
ISWB200 0 1 1 1 1 1 1 1 1
ISWB225 0 1 1 1 1 1 1 1 1

ETABS v22.5.1 Page 13 of 38

Properties 22-04-2025

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

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

ISWB250 0 1 1 1 1 1 1 1 1
ISWB300 0 1 1 1 1 1 1 1 1
ISWB350 0 1 1 1 1 1 1 1 1
ISWB400 0 1 1 1 1 1 1 1 1
ISWB600-1 0 1 1 1 1 1 1 1 1

2.3 Shell Sections

Table 2.3 - Area Section Property Definitions - Summary

Total Deck
Element Deck
Name Type Material Thickness Depth
Type Material
mm mm
Deck2 Deck Membrane M20 195 Fe345 75

2.4 Reinforcement Sizes

Table 2.4 - Reinforcing Bar Sizes

Diameter Area
Name
mm cm2
10 10 0.8
18 18 2.5
20 20 3.1

ETABS v22.5.1 Page 14 of 38

Assignments 22-04-2025

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

3.1 Frame Assignments

Table 3.1 - Frame Assignments - Summary

Max
Min
Design Length Auto Analysis Design Station
Story Label UniqueName Number Releases
Type m Select Section Section Spacing
Stations
m
Story3 C1 734 Column 3 ISHB350-1 ISHB350-1 3

ETABS v22.5.1 Page 15 of 38

Loads 22-04-2025

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

4.1 Load Patterns

Table 4.1 - Load Pattern Definitions

Self
Is Auto
Name Type Weight Auto Load
Load
Multiplier
~LLRF Yes Other 0
Dead No Dead 1
EQx No Seismic 0 IS 1893:2016
EQy No Seismic 0 IS 1893:2016
FF No Super Dead 0
Live No Live 0
WL No Super Dead 0
WLX No Wind 0 Indian IS 875:2015
WLY No Wind 0 Indian IS 875:2015

4.2 Auto Wind Loading

ETABS v22.5.1 Page 16 of 38

Loads 22-04-2025

ETABS v22.5.1 Page 17 of 38

Loads 22-04-2025

4.3 Auto Seismic Loading

ETABS v22.5.1 Page 18 of 38

Loads 22-04-2025

IS 1893:2016 Auto Seismic Load Calculation

This calculation presents the automatically generated lateral seismic loads for load pattern EQx according to IS
1893:2016, as calculated by ETABS.

Direction and Eccentricity

Direction = X
Structural Period

Period Calculation Method = Program Calculated

Factors and Coefficients

Seismic Zone Factor, Z [IS Table 3] Z = 0.1

Response Reduction Factor, R [IS Table 9] R=5
Importance Factor, I [IS Table 8] I = 1.5
Site Type [IS Table 1] = II
Seismic Response

Spectral Acceleration Coefficient, S a /g [IS S a 1.36 Sa

= = 1.451376
6.4.2] g T g
Equivalent Lateral Forces

Sa
ZI
Seismic Coefficient, A h [IS 6.4.2] Ah = g
2R
Calculated Base Shear
Period Used W Vb
Direction
(sec) (kN) (kN)
X 0.937 5820.383 126.7134

Applied Story Forces

Story Elevation X-Dir Y-Dir
m kN kN
Story8 24 34.5739 0
Story7 21 32.2571 0
Story6 18 23.6991 0
Story5 15 16.4577 0
Story4 12 10.5329 0
Story3 9 5.8638 0
Story2 6 2.6058 0
Story1 3 0.723 0
Base 0 0 0

ETABS v22.5.1 Page 19 of 38

Loads 22-04-2025

Figure 4-1-Set 1

ETABS v22.5.1 Page 20 of 38

Loads 22-04-2025

IS 1893:2016 Auto Seismic Load Calculation

This calculation presents the automatically generated lateral seismic loads for load pattern EQy according to IS
1893:2016, as calculated by ETABS.

Direction and Eccentricity

Direction = Y
Structural Period

Period Calculation Method = Program Calculated

Factors and Coefficients

Seismic Zone Factor, Z [IS Table 3] Z = 0.1

Response Reduction Factor, R [IS Table 9] R=5
Importance Factor, I [IS Table 8] I = 1.5
Site Type [IS Table 1] = II
Seismic Response

Spectral Acceleration Coefficient, S a /g [IS S a 1.36 Sa

= = 0.967419
6.4.2] g T g
Equivalent Lateral Forces

Sa
ZI
Seismic Coefficient, A h [IS 6.4.2] Ah = g
2R
Calculated Base Shear
Period Used W Vb
Direction
(sec) (kN) (kN)
Y 1.406 5820.383 84.4612

Applied Story Forces

Story Elevation X-Dir Y-Dir
m kN kN
Story8 24 0 23.0454
Story7 21 0 21.5011
Story6 18 0 15.7967
Story5 15 0 10.9699
Story4 12 0 7.0208
Story3 9 0 3.9085
Story2 6 0 1.7369
Story1 3 0 0.4819
Base 0 0 0

ETABS v22.5.1 Page 21 of 38

Loads 22-04-2025

Figure 4-2-Set 1

ETABS v22.5.1 Page 22 of 38

Loads 22-04-2025

4.4 Applied Loads

4.4.1 Line Loads

Table 4.2 - Frame Loads Assignments - Distributed (Part 1 of 2)

Absolute Absolute
Relative Relative
Load Load Distance Distance Distance
UniqueName Story Label Direction Distance Distance
Pattern Type Type A B
A B
m m
734 WL Story3 C1 Force Gravity Relative 0 1 0 3

Table 4.2 - Frame Loads Assignments - Distributed (Part 2 of 2)

Load Force A Force B

UniqueName
Pattern kN/m kN/m

734 WL 13.8 13.8

4.5 Load Cases

Table 4.3 - Load Case Definitions - Summary

Name Type
Dead Linear Static
Live Linear Static
Modal Modal - Eigen
WL Linear Static
FF Linear Static
WLX Linear Static
EQx Linear Static
EQy Linear Static
WLY Linear Static

4.6 Load Combinations

Table 4.4 - Load Combination Definitions

Load
Name Type Is Auto SF Notes
Name
dynamic EQ Linear Add No Dead 1.2
dynamic EQ Live 1.2
dynamic EQ WL 1.2
dynamic EQ FF 1.2
dynamic EQ EQx 1.2
dynamic Winf Linear Add No Dead 1.2
dynamic Winf Live 1.2
dynamic Winf WL 1.2
dynamic Winf FF 1.2
dynamic Winf WLX 1.2
static Linear Add No Dead 1.5
static Live 1.5
static WL 1.5
static FF 1.5

ETABS v22.5.1 Page 23 of 38

Analysis Results 22-04-2025

5 Analysis Results
This chapter provides analysis results.

5.1 Structure Results

Table 5.1 - Base Reactions

Output FX FY FZ MX MY MZ X Y Z
Case Type
Case kN kN kN kN-m kN-m kN-m m m m
Dead LinStatic 0 0 8542.2747 58075.8156 -35596.2626 0 0 0 0
Live LinStatic 0 0 3344 22012 -13040 0 0 0 0
WL LinStatic 0 0 10304.2 70384.05 -44158 0 0 0 0
FF LinStatic 0 0 151.2 1020.6 -604.8 0 0 0 0
WLX LinStatic -403.9027 0 0 0 -5401.4053 2726.3433 0 0 0
EQx LinStatic -126.7134 0 0 0 -2377.5967 861.7696 0 0 0
EQy LinStatic 0 -84.4612 0 1584.7939 0 -355.1415 0 0 0
WLY LinStatic 0 -239.3498 0 3200.8328 0 -957.399 0 0 0
static Combination 0 0 33512.5121 227238.6983 -140098.5939 0 0 0 0
dynamic Winf Combination -484.6833 0 26810.0097 181790.9587 -118560.5615 3271.612 0 0 0
dynamic EQ Combination -152.0561 0 26810.0097 181790.9587 -114931.9912 1034.1235 0 0 0

Table 5.2 - Centers Of Mass And Rigidity

Cum Cum
Mass X Mass Y XCM YCM XCCM YCCM XCR YCR
Story Diaphragm Mass X Mass Y
kg kg m m m m m m
kg kg

Story8 D1 61665.22 61665.22 4.1361 6.7805 61665.22 61665.22 4.1361 6.7805

Story7 D1 75145.14 75145.14 4.2264 6.8021 136810.36 136810.36 4.1857 6.7923
Story6 D1 75145.14 75145.14 4.2264 6.8021 211955.5 211955.5 4.2001 6.7958
Story5 D1 75145.14 75145.14 4.2264 6.8021 287100.64 287100.64 4.207 6.7974
Story4 D1 75145.14 75145.14 4.2264 6.8021 362245.78 362245.78 4.211 6.7984
Story3 D1 74371.53 74371.53 4.2706 6.8729 436617.31 436617.31 4.2212 6.8111
Story2 D1 74362.34 74362.34 4.2709 6.8737 510979.65 510979.65 4.2284 6.8202
Story1 D1 82534.23 82534.23 4.2425 6.8048 593513.88 593513.88 4.2304 6.818

Table 5.3 - Diaphragm Center Of Mass Displacements

Output UX UY RZ X Y Z
Story Diaphragm Case Type Point
Case mm mm rad m m m
Story8 D1 Dead LinStatic -0.325 -0.155 -3E-05 1 4.1361 6.7805 24
Story8 D1 Live LinStatic -0.167 -0.084 -1.1E-05 1 4.1361 6.7805 24
Story8 D1 WL LinStatic -0.425 -0.214 -4.6E-05 1 4.1361 6.7805 24
Story8 D1 FF LinStatic -0.006 -0.003 -1E-06 1 4.1361 6.7805 24
Story8 D1 WLX LinStatic 21.336 -0.082 0.000166 1 4.1361 6.7805 24
Story8 D1 EQx LinStatic 10.719 -0.032 6.8E-05 1 4.1361 6.7805 24
Story8 D1 EQy LinStatic -0.021 16.101 -0.000138 1 4.1361 6.7805 24
Story8 D1 WLY LinStatic -0.053 28.355 -0.000333 1 4.1361 6.7805 24
Story8 D1 static Combination -1.385 -0.685 -0.000132 1 4.1361 6.7805 24
Story8 D1 dynamic Winf Combination 24.495 -0.646 9.4E-05 1 4.1361 6.7805 24
Story8 D1 dynamic EQ Combination 11.755 -0.587 -2.4E-05 1 4.1361 6.7805 24
Story7 D1 Dead LinStatic -0.269 -0.128 -2.5E-05 2 4.2264 6.8021 21

ETABS v22.5.1 Page 24 of 38

Analysis Results 22-04-2025

Table 5.3 - Diaphragm Center Of Mass Displacements (continued)

Output UX UY RZ X Y Z
Story Diaphragm Case Type Point
Case mm mm rad m m m
Story7 D1 Live LinStatic -0.139 -0.069 -9E-06 2 4.2264 6.8021 21
Story7 D1 WL LinStatic -0.342 -0.176 -3.8E-05 2 4.2264 6.8021 21
Story7 D1 FF LinStatic -0.005 -0.002 -4.55E-07 2 4.2264 6.8021 21
Story7 D1 WLX LinStatic 18.435 -0.059 0.000143 2 4.2264 6.8021 21
Story7 D1 EQx LinStatic 9.092 -0.023 5.8E-05 2 4.2264 6.8021 21
Story7 D1 EQy LinStatic -0.016 13.885 -0.000117 2 4.2264 6.8021 21
Story7 D1 WLY LinStatic -0.04 25.015 -0.000287 2 4.2264 6.8021 21
Story7 D1 static Combination -1.133 -0.562 -0.000109 2 4.2264 6.8021 21
Story7 D1 dynamic Winf Combination 21.216 -0.52 8.5E-05 2 4.2264 6.8021 21
Story7 D1 dynamic EQ Combination 10.004 -0.477 -1.8E-05 2 4.2264 6.8021 21
Story6 D1 Dead LinStatic -0.216 -0.098 -2E-05 19 4.2264 6.8021 18
Story6 D1 Live LinStatic -0.111 -0.053 -8E-06 19 4.2264 6.8021 18
Story6 D1 WL LinStatic -0.262 -0.135 -3E-05 19 4.2264 6.8021 18
Story6 D1 FF LinStatic -0.004 -0.002 -3.667E-07 19 4.2264 6.8021 18
Story6 D1 WLX LinStatic 15.375 -0.05 0.000119 19 4.2264 6.8021 18
Story6 D1 EQx LinStatic 7.409 -0.019 4.7E-05 19 4.2264 6.8021 18
Story6 D1 EQy LinStatic -0.013 11.462 -9.5E-05 19 4.2264 6.8021 18
Story6 D1 WLY LinStatic -0.033 21.248 -0.000239 19 4.2264 6.8021 18
Story6 D1 static Combination -0.891 -0.431 -8.6E-05 19 4.2264 6.8021 18
Story6 D1 dynamic Winf Combination 17.738 -0.406 7.4E-05 19 4.2264 6.8021 18
Story6 D1 dynamic EQ Combination 8.178 -0.368 -1.3E-05 19 4.2264 6.8021 18
Story5 D1 Dead LinStatic -0.165 -0.07 -1.5E-05 20 4.2264 6.8021 15
Story5 D1 Live LinStatic -0.085 -0.038 -6E-06 20 4.2264 6.8021 15
Story5 D1 WL LinStatic -0.188 -0.097 -2.2E-05 20 4.2264 6.8021 15
Story5 D1 FF LinStatic -0.003 -0.001 -2.814E-07 20 4.2264 6.8021 15
Story5 D1 WLX LinStatic 12.134 -0.04 9.3E-05 20 4.2264 6.8021 15
Story5 D1 EQx LinStatic 5.688 -0.015 3.6E-05 20 4.2264 6.8021 15
Story5 D1 EQy LinStatic -0.01 8.844 -7.2E-05 20 4.2264 6.8021 15
Story5 D1 WLY LinStatic -0.026 16.949 -0.000188 20 4.2264 6.8021 15
Story5 D1 static Combination -0.663 -0.309 -6.4E-05 20 4.2264 6.8021 15
Story5 D1 dynamic Winf Combination 14.031 -0.296 6E-05 20 4.2264 6.8021 15
Story5 D1 dynamic EQ Combination 6.296 -0.265 -9E-06 20 4.2264 6.8021 15
Story4 D1 Dead LinStatic -0.118 -0.045 -1E-05 37 4.2264 6.8021 12
Story4 D1 Live LinStatic -0.062 -0.025 -4E-06 37 4.2264 6.8021 12
Story4 D1 WL LinStatic -0.122 -0.063 -1.5E-05 37 4.2264 6.8021 12
Story4 D1 FF LinStatic -0.002 -0.001 -2.032E-07 37 4.2264 6.8021 12
Story4 D1 WLX LinStatic 8.796 -0.029 6.5E-05 37 4.2264 6.8021 12
Story4 D1 EQx LinStatic 3.997 -0.01 2.4E-05 37 4.2264 6.8021 12
Story4 D1 EQy LinStatic -0.007 6.16 -5E-05 37 4.2264 6.8021 12
Story4 D1 WLY LinStatic -0.018 12.257 -0.000135 37 4.2264 6.8021 12
Story4 D1 static Combination -0.457 -0.2 -4.4E-05 37 4.2264 6.8021 12
Story4 D1 dynamic Winf Combination 10.19 -0.194 4.2E-05 37 4.2264 6.8021 12
Story4 D1 dynamic EQ Combination 4.43 -0.172 -7E-06 37 4.2264 6.8021 12
Story3 D1 Dead LinStatic -0.077 -0.025 -7E-06 38 4.2706 6.8729 9
Story3 D1 Live LinStatic -0.04 -0.014 -3E-06 38 4.2706 6.8729 9

ETABS v22.5.1 Page 25 of 38

Analysis Results 22-04-2025

Table 5.3 - Diaphragm Center Of Mass Displacements (continued)

Output UX UY RZ X Y Z
Story Diaphragm Case Type Point
Case mm mm rad m m m
Story3 D1 WL LinStatic -0.067 -0.036 -8E-06 38 4.2706 6.8729 9
Story3 D1 FF LinStatic -0.002 -0.001 -1.35E-07 38 4.2706 6.8729 9
Story3 D1 WLX LinStatic 5.549 -0.013 3.5E-05 38 4.2706 6.8729 9
Story3 D1 EQx LinStatic 2.433 -0.004 1.1E-05 38 4.2706 6.8729 9
Story3 D1 EQy LinStatic -0.001 3.622 -2.9E-05 38 4.2706 6.8729 9
Story3 D1 WLY LinStatic -0.003 7.523 -8.3E-05 38 4.2706 6.8729 9
Story3 D1 static Combination -0.279 -0.113 -2.7E-05 38 4.2706 6.8729 9
Story3 D1 dynamic Winf Combination 6.436 -0.107 2.1E-05 38 4.2706 6.8729 9
Story3 D1 dynamic EQ Combination 2.696 -0.095 -8E-06 38 4.2706 6.8729 9
Story2 D1 Dead LinStatic -0.035 -0.009 -2E-06 55 4.2709 6.8737 6
Story2 D1 Live LinStatic -0.019 -0.005 -1E-06 55 4.2709 6.8737 6
Story2 D1 WL LinStatic -0.022 -0.008 -3E-06 55 4.2709 6.8737 6
Story2 D1 FF LinStatic -0.001 -0.0001687 -3.155E-08 55 4.2709 6.8737 6
Story2 D1 WLX LinStatic 2.721 -0.003 1.1E-05 55 4.2709 6.8737 6
Story2 D1 EQx LinStatic 1.146 0.0001848 2E-06 55 4.2709 6.8737 6
Story2 D1 EQy LinStatic 0.001 1.553 -1.2E-05 55 4.2709 6.8737 6
Story2 D1 WLY LinStatic 0.002 3.396 -3.8E-05 55 4.2709 6.8737 6
Story2 D1 static Combination -0.116 -0.033 -7E-06 55 4.2709 6.8737 6
Story2 D1 dynamic Winf Combination 3.173 -0.029 7E-06 55 4.2709 6.8737 6
Story2 D1 dynamic EQ Combination 1.283 -0.026 -4E-06 55 4.2709 6.8737 6
Story1 D1 Dead LinStatic -0.011 -0.002 -3.913E-07 64 4.2425 6.8048 3
Story1 D1 Live LinStatic -0.006 -0.001 -1.455E-07 64 4.2425 6.8048 3
Story1 D1 WL LinStatic -0.005 -0.001 -1E-06 64 4.2425 6.8048 3
Story1 D1 FF LinStatic -0.0002289 -3.761E-05 -7.044E-09 64 4.2425 6.8048 3
Story1 D1 WLX LinStatic 0.765 -0.001 3E-06 64 4.2425 6.8048 3
Story1 D1 EQx LinStatic 0.308 -0.0001137 1E-06 64 4.2425 6.8048 3
Story1 D1 EQy LinStatic -4.822E-06 0.362 -3E-06 64 4.2425 6.8048 3
Story1 D1 WLY LinStatic -0.00043 0.851 -1.1E-05 64 4.2425 6.8048 3
Story1 D1 static Combination -0.032 -0.006 -2E-06 64 4.2425 6.8048 3
Story1 D1 dynamic Winf Combination 0.892 -0.006 3E-06 64 4.2425 6.8048 3
Story1 D1 dynamic EQ Combination 0.344 -0.005 -1E-06 64 4.2425 6.8048 3

5.2 Story Results

Table 5.4 - Story Max Over Avg Displacements

Output Maximum Average

Story Case Type Direction Ratio
Case mm mm
Story8 Dead LinStatic X 0.53 0.326 1.628
Story8 Dead LinStatic Y 0.273 0.151 1.801
Story7 Dead LinStatic X 0.441 0.271 1.628
Story7 Dead LinStatic Y 0.223 0.122 1.827
Story6 Dead LinStatic X 0.352 0.217 1.623
Story6 Dead LinStatic Y 0.173 0.093 1.859
Story5 Dead LinStatic X 0.267 0.166 1.613
Story5 Dead LinStatic Y 0.127 0.067 1.905
Story4 Dead LinStatic X 0.19 0.119 1.596

ETABS v22.5.1 Page 26 of 38

Analysis Results 22-04-2025

Table 5.4 - Story Max Over Avg Displacements (continued)

Output Maximum Average

Story Case Type Direction Ratio
Case mm mm
Story4 Dead LinStatic Y 0.085 0.043 1.983
Story3 Dead LinStatic X 0.122 0.077 1.572
Story3 Dead LinStatic Y 0.05 0.023 2.123
Story2 Dead LinStatic X 0.047 0.035 1.333
Story2 Dead LinStatic Y 0.015 0.008 1.864
Story1 Dead LinStatic X 0.013 0.011 1.248
Story1 Dead LinStatic Y 0.003 0.002 1.934
Story8 Live LinStatic X 0.243 0.167 1.452
Story8 Live LinStatic Y 0.127 0.083 1.542
Story7 Live LinStatic X 0.202 0.139 1.456
Story7 Live LinStatic Y 0.104 0.067 1.564
Story6 Live LinStatic X 0.163 0.112 1.458
Story6 Live LinStatic Y 0.082 0.051 1.592
Story5 Live LinStatic X 0.125 0.086 1.458
Story5 Live LinStatic Y 0.06 0.037 1.631
Story4 Live LinStatic X 0.09 0.062 1.456
Story4 Live LinStatic Y 0.041 0.024 1.696
Story3 Live LinStatic X 0.059 0.041 1.455
Story3 Live LinStatic Y 0.025 0.014 1.81
Story2 Live LinStatic X 0.023 0.019 1.23
Story2 Live LinStatic Y 0.008 0.005 1.515
Story1 Live LinStatic X 0.007 0.006 1.171
Story1 Live LinStatic Y 0.002 0.001 1.505
Story8 WL LinStatic X 0.734 0.426 1.722
Story8 WL LinStatic Y 0.39 0.208 1.878
Story7 WL LinStatic X 0.598 0.344 1.738
Story7 WL LinStatic Y 0.318 0.167 1.898
Story6 WL LinStatic X 0.463 0.264 1.755
Story6 WL LinStatic Y 0.246 0.128 1.92
Story5 WL LinStatic X 0.336 0.189 1.774
Story5 WL LinStatic Y 0.179 0.092 1.946
Story4 WL LinStatic X 0.221 0.123 1.799
Story4 WL LinStatic Y 0.117 0.059 1.98
Story3 WL LinStatic X 0.124 0.068 1.824
Story3 WL LinStatic Y 0.067 0.033 1.995
Story2 WL LinStatic X 0.04 0.023 1.754
Story2 WL LinStatic Y 0.018 0.007 2.349
Story1 WL LinStatic X 0.008 0.005 1.79
Story1 WL LinStatic Y 0.003 0.001 3.235
Story8 FF LinStatic X 0.01 0.007 1.562
Story8 FF LinStatic Y 0.005 0.003 1.778
Story7 FF LinStatic X 0.009 0.005 1.566
Story7 FF LinStatic Y 0.004 0.002 1.808
Story6 FF LinStatic X 0.007 0.004 1.565
Story6 FF LinStatic Y 0.003 0.002 1.847

ETABS v22.5.1 Page 27 of 38

Analysis Results 22-04-2025

Table 5.4 - Story Max Over Avg Displacements (continued)

Output Maximum Average

Story Case Type Direction Ratio
Case mm mm
Story5 FF LinStatic X 0.005 0.003 1.561
Story5 FF LinStatic Y 0.002 0.001 1.902
Story4 FF LinStatic X 0.004 0.002 1.555
Story4 FF LinStatic Y 0.002 0.001 1.994
Story3 FF LinStatic X 0.003 0.002 1.551
Story3 FF LinStatic Y 0.001 0.0004667 2.157
Story2 FF LinStatic X 0.001 0.001 1.284
Story2 FF LinStatic Y 0.0002864 0.0001602 1.788
Story1 FF LinStatic X 0.0002768 0.0002292 1.207
Story1 FF LinStatic Y 6.408E-05 3.591E-05 1.785
Story8 WLX LinStatic X 22.462 21.341 1.053
Story7 WLX LinStatic X 19.409 18.443 1.052
Story6 WLX LinStatic X 16.185 15.382 1.052
Story5 WLX LinStatic X 12.766 12.139 1.052
Story4 WLX LinStatic X 9.237 8.8 1.05
Story3 WLX LinStatic X 5.789 5.553 1.042
Story2 WLX LinStatic X 2.796 2.722 1.027
Story1 WLX LinStatic X 0.787 0.765 1.029
Story8 EQx LinStatic X 11.18 10.721 1.043
Story7 EQx LinStatic X 9.484 9.095 1.043
Story6 EQx LinStatic X 7.728 7.411 1.043
Story5 EQx LinStatic X 5.93 5.69 1.042
Story4 EQx LinStatic X 4.157 3.998 1.04
Story3 EQx LinStatic X 2.508 2.434 1.03
Story2 EQx LinStatic X 1.16 1.146 1.012
Story1 EQx LinStatic X 0.312 0.308 1.014
Story8 EQy LinStatic Y 16.674 16.12 1.034
Story7 EQy LinStatic Y 14.379 13.912 1.034
Story6 EQy LinStatic Y 11.863 11.483 1.033
Story5 EQy LinStatic Y 9.149 8.86 1.033
Story4 EQy LinStatic Y 6.371 6.171 1.032
Story3 EQy LinStatic Y 3.746 3.63 1.032
Story2 EQy LinStatic Y 1.605 1.556 1.031
Story1 EQy LinStatic Y 0.376 0.363 1.036
Story8 WLY LinStatic Y 29.732 28.4 1.047
Story7 WLY LinStatic Y 26.229 25.08 1.046
Story6 WLY LinStatic Y 22.259 21.302 1.045
Story5 WLY LinStatic Y 17.745 16.992 1.044
Story4 WLY LinStatic Y 12.829 12.288 1.044
Story3 WLY LinStatic Y 7.878 7.546 1.044
Story2 WLY LinStatic Y 3.558 3.406 1.045
Story1 WLY LinStatic Y 0.896 0.853 1.05
Story8 static Combination X 2.277 1.389 1.639
Story8 static Combination Y 1.193 0.667 1.789
Story7 static Combination X 1.874 1.139 1.646

ETABS v22.5.1 Page 28 of 38

Analysis Results 22-04-2025

Table 5.4 - Story Max Over Avg Displacements (continued)

Output Maximum Average

Story Case Type Direction Ratio
Case mm mm
Story7 static Combination Y 0.973 0.537 1.811
Story6 static Combination X 1.477 0.895 1.65
Story6 static Combination Y 0.757 0.412 1.838
Story5 static Combination X 1.1 0.666 1.651
Story5 static Combination Y 0.552 0.294 1.873
Story4 static Combination X 0.757 0.459 1.649
Story4 static Combination Y 0.367 0.19 1.927
Story3 static Combination X 0.462 0.282 1.637
Story3 static Combination Y 0.213 0.106 2.003
Story2 static Combination X 0.166 0.116 1.43
Story2 static Combination Y 0.061 0.031 1.954
Story1 static Combination X 0.043 0.032 1.345
Story1 static Combination Y 0.012 0.006 2.133
Story8 dynamic Winf Combination X 25.133 24.498 1.026
Story7 dynamic Winf Combination X 21.791 21.22 1.027
Story6 dynamic Winf Combination X 18.24 17.742 1.028
Story5 dynamic Winf Combination X 14.439 14.034 1.029
Story4 dynamic Winf Combination X 10.479 10.192 1.028
Story3 dynamic Winf Combination X 6.578 6.438 1.022
Story2 dynamic Winf Combination X 3.222 3.174 1.015
Story1 dynamic Winf Combination X 0.91 0.893 1.02
Story8 dynamic EQ Combination X 11.914 11.754 1.014
Story7 dynamic EQ Combination X 10.124 10.003 1.012
Story6 dynamic EQ Combination X 8.263 8.177 1.01
Story5 dynamic EQ Combination X 6.354 6.295 1.009
Story4 dynamic EQ Combination X 4.478 4.43 1.011
Story3 dynamic EQ Combination X 2.751 2.695 1.021
Story2 dynamic EQ Combination X 1.306 1.282 1.019
Story1 dynamic EQ Combination X 0.347 0.344 1.011

Table 5.5 - Story Drifts

Output X Y Z
Story Case Type Direction Drift Drift/ Label
Case m m m
Story8 Dead LinStatic X 3E-05 1/33432 11 8 0 24
Story8 Dead LinStatic Y 1.7E-05 1/60074 11 8 0 24
Story8 Live LinStatic X 1.3E-05 1/74507 11 8 0 24
Story8 Live LinStatic Y 8E-06 1/129650 11 8 0 24
Story8 WL LinStatic X 4.6E-05 1/21944 11 8 0 24
Story8 WL LinStatic Y 2.4E-05 1/41395 12 8 4 24
Story8 FF LinStatic X 1E-06 1/0 11 8 0 24
Story8 FF LinStatic Y 2.967E-07 1/0 12 8 4 24
Story8 WLX LinStatic X 0.001018 1/983 11 8 0 24
Story8 EQx LinStatic X 0.000565 1/1769 11 8 0 24
Story8 EQy LinStatic Y 0.000765 1/1307 5 0 13.5 24
Story8 WLY LinStatic Y 0.001168 1/856 5 0 13.5 24

ETABS v22.5.1 Page 29 of 38

Analysis Results 22-04-2025

Table 5.5 - Story Drifts (continued)

Output X Y Z
Story Case Type Direction Drift Drift/ Label
Case m m m
Story8 static Combination X 0.000134 1/7452 11 8 0 24
Story8 static Combination Y 7.3E-05 1/13657 11 8 0 24
Story8 dynamic Winf Combination X 0.001114 1/898 11 8 0 24
Story8 dynamic EQ Combination X 0.000597 1/1676 15 8 13.5 24
Story7 Dead LinStatic X 3E-05 1/33851 11 8 0 21
Story7 Dead LinStatic Y 1.6E-05 1/60979 13 8 7 21
Story7 Live LinStatic X 1.3E-05 1/75678 11 8 0 21
Story7 Live LinStatic Y 8E-06 1/132174 13 8 7 21
Story7 WL LinStatic X 4.5E-05 1/22286 11 8 0 21
Story7 WL LinStatic Y 2.4E-05 1/41974 11 8 0 21
Story7 FF LinStatic X 1E-06 1/0 11 8 0 21
Story7 FF LinStatic Y 2.908E-07 1/0 11 8 0 21
Story7 WLX LinStatic X 0.001075 1/931 11 8 0 21
Story7 EQx LinStatic X 0.000585 1/1708 11 8 0 21
Story7 EQy LinStatic Y 0.000839 1/1192 5 0 13.5 21
Story7 WLY LinStatic Y 0.001323 1/756 5 0 13.5 21
Story7 static Combination X 0.000132 1/7561 11 8 0 21
Story7 static Combination Y 7.2E-05 1/13866 11 8 0 21
Story7 dynamic Winf Combination X 0.001184 1/845 11 8 0 21
Story7 dynamic EQ Combination X 0.00062 1/1612 15 8 13.5 21
Story6 Dead LinStatic X 2.8E-05 1/35426 11 8 0 18
Story6 Dead LinStatic Y 1.6E-05 1/64302 12 8 4 18
Story6 Live LinStatic X 1.3E-05 1/79248 11 8 0 18
Story6 Live LinStatic Y 7E-06 1/139846 12 8 4 18
Story6 WL LinStatic X 4.2E-05 1/23540 11 8 0 18
Story6 WL LinStatic Y 2.3E-05 1/44222 13 8 7 18
Story6 FF LinStatic X 1E-06 1/0 11 8 0 18
Story6 FF LinStatic Y 2.752E-07 1/0 13 8 7 18
Story6 WLX LinStatic X 0.00114 1/877 11 8 0 18
Story6 EQx LinStatic X 0.000599 1/1669 11 8 0 18
Story6 EQy LinStatic Y 0.000904 1/1106 5 0 13.5 18
Story6 WLY LinStatic Y 0.001505 1/665 5 0 13.5 18
Story6 static Combination X 0.000126 1/7951 11 8 0 18
Story6 static Combination Y 6.8E-05 1/14623 12 8 4 18
Story6 dynamic Winf Combination X 0.001267 1/789 11 8 0 18
Story6 dynamic EQ Combination X 0.000636 1/1572 15 8 13.5 18
Story5 Dead LinStatic X 2.6E-05 1/38589 11 8 0 15
Story5 Dead LinStatic Y 1.4E-05 1/71356 11 8 0 15
Story5 Live LinStatic X 1.2E-05 1/86133 11 8 0 15
Story5 Live LinStatic Y 6E-06 1/155421 14 8 10 15
Story5 WL LinStatic X 3.8E-05 1/26145 11 8 0 15
Story5 WL LinStatic Y 2E-05 1/49108 12 8 4 15
Story5 FF LinStatic X 4.815E-07 1/0 11 8 0 15
Story5 FF LinStatic Y 2.478E-07 1/0 12 8 4 15
Story5 WLX LinStatic X 0.001176 1/850 11 8 0 15

ETABS v22.5.1 Page 30 of 38

Analysis Results 22-04-2025

Table 5.5 - Story Drifts (continued)

Output X Y Z
Story Case Type Direction Drift Drift/ Label
Case m m m
Story5 EQx LinStatic X 0.000591 1/1691 11 8 0 15
Story5 EQy LinStatic Y 0.000926 1/1080 5 0 13.5 15
Story5 WLY LinStatic Y 0.001639 1/610 5 0 13.5 15
Story5 static Combination X 0.000114 1/8743 11 8 0 15
Story5 static Combination Y 6.2E-05 1/16237 11 8 0 15
Story5 dynamic Winf Combination X 0.00132 1/757 11 8 0 15
Story5 dynamic EQ Combination X 0.000626 1/1598 15 8 13.5 15
Story4 Dead LinStatic X 2.3E-05 1/44140 11 8 0 12
Story4 Dead LinStatic Y 1.2E-05 1/85490 13 8 7 12
Story4 Live LinStatic X 1E-05 1/97675 11 8 0 12
Story4 Live LinStatic Y 5E-06 1/185459 13 8 7 12
Story4 WL LinStatic X 3.2E-05 1/31036 11 8 0 12
Story4 WL LinStatic Y 1.7E-05 1/59096 13 8 7 12
Story4 FF LinStatic X 4.25E-07 1/0 11 8 0 12
Story4 FF LinStatic Y 2.079E-07 1/0 14 8 10 12
Story4 WLX LinStatic X 0.001149 1/870 11 8 0 12
Story4 EQx LinStatic X 0.00055 1/1819 11 8 0 12
Story4 EQy LinStatic Y 0.000875 1/1143 5 0 13.5 12
Story4 WLY LinStatic Y 0.00165 1/606 5 0 13.5 12
Story4 static Combination X 9.8E-05 1/10172 11 8 0 12
Story4 static Combination Y 5.1E-05 1/19482 13 8 7 12
Story4 dynamic Winf Combination X 0.0013 1/769 11 8 0 12
Story4 dynamic EQ Combination X 0.000581 1/1722 11 8 0 12
Story3 Dead LinStatic X 2.5E-05 1/40269 11 8 0 9
Story3 Dead LinStatic Y 1.2E-05 1/86935 13 8 7 9
Story3 Live LinStatic X 1.2E-05 1/83077 11 8 0 9
Story3 Live LinStatic Y 6E-06 1/176540 14 8 10 9
Story3 WL LinStatic X 2.8E-05 1/35409 11 8 0 9
Story3 WL LinStatic Y 1.6E-05 1/61037 11 8 0 9
Story3 FF LinStatic X 1E-06 1/0 11 8 0 9
Story3 FF LinStatic Y 2.401E-07 1/0 12 8 4 9
Story3 WLX LinStatic X 0.000998 1/1002 11 8 0 9
Story3 EQx LinStatic X 0.000449 1/2225 11 8 0 9
Story3 EQy LinStatic Y 0.000714 1/1401 5 0 13.5 9
Story3 WLY LinStatic Y 0.00144 1/694 5 0 13.5 9
Story3 static Combination X 9.8E-05 1/10155 11 8 0 9
Story3 static Combination Y 5.1E-05 1/19729 14 8 10 9
Story3 dynamic Winf Combination X 0.001119 1/894 11 8 0 9
Story3 dynamic EQ Combination X 0.000482 1/2077 15 8 13.5 9
Story2 Dead LinStatic X 1.1E-05 1/88476 11 8 0 6
Story2 Dead LinStatic Y 4E-06 1/253421 11 8 0 6
Story2 Live LinStatic X 6E-06 1/181139 11 8 0 6
Story2 Live LinStatic Y 2E-06 1/511759 15 8 13.5 6
Story2 WL LinStatic X 1E-05 1/96044 11 8 0 6
Story2 WL LinStatic Y 5E-06 1/208423 12 8 4 6

ETABS v22.5.1 Page 31 of 38

Analysis Results 22-04-2025

Table 5.5 - Story Drifts (continued)

Output X Y Z
Story Case Type Direction Drift Drift/ Label
Case m m m
Story2 FF LinStatic X 2.285E-07 1/0 11 8 0 6
Story2 FF LinStatic Y 7.409E-08 1/0 15 8 13.5 6
Story2 WLX LinStatic X 0.00067 1/1493 11 8 0 6
Story2 EQx LinStatic X 0.000283 1/3538 11 8 0 6
Story2 EQy LinStatic Y 0.00041 1/2441 5 0 13.5 6
Story2 WLY LinStatic Y 0.000887 1/1127 5 0 13.5 6
Story2 static Combination X 4.1E-05 1/24275 11 8 0 6
Story2 static Combination Y 1.6E-05 1/61888 15 8 13.5 6
Story2 dynamic Winf Combination X 0.000771 1/1298 11 8 0 6
Story2 dynamic EQ Combination X 0.00032 1/3129 15 8 13.5 6
Story1 Dead LinStatic X 4E-06 1/225957 11 8 0 3
Story1 Dead LinStatic Y 1E-06 1/925785 12 8 4 3
Story1 Live LinStatic X 2E-06 1/445780 11 8 0 3
Story1 Live LinStatic Y 1E-06 1/0 13 8 7 3
Story1 WL LinStatic X 3E-06 1/361530 11 8 0 3
Story1 WL LinStatic Y 1E-06 1/955128 13 8 7 3
Story1 FF LinStatic X 9.226E-08 1/0 11 8 0 3
Story1 FF LinStatic Y 2.136E-08 1/0 15 8 13.5 3
Story1 WLX LinStatic X 0.000262 1/3812 11 8 0 3
Story1 EQx LinStatic X 0.000104 1/9624 11 8 0 3
Story1 EQy LinStatic Y 0.000125 1/7976 5 0 13.5 3
Story1 WLY LinStatic Y 0.000299 1/3349 5 0 13.5 3
Story1 static Combination X 1.4E-05 1/69975 11 8 0 3
Story1 static Combination Y 4E-06 1/244501 13 8 7 3
Story1 dynamic Winf Combination X 0.000303 1/3296 11 8 0 3
Story1 dynamic EQ Combination X 0.000116 1/8636 15 8 13.5 3

Table 5.6 - Story Forces

Output P VX VY T MX MY
Story Case Type Location
Case kN kN kN kN-m kN-m kN-m
Story8 Dead LinStatic Top 798.8376 0 0 0 5391.1071 -3191.0366
Story8 Dead LinStatic Bottom 1058.621 0 0 0 7183.6127 -4403.3592
Story8 Live LinStatic Top 418 0 0 0 2751.5 -1630
Story8 Live LinStatic Bottom 418 0 0 0 2751.5 -1630
Story8 WL LinStatic Top 310.3 0 0 0 2112.525 -1322.2
Story8 WL LinStatic Bottom 310.3 0 0 0 2112.525 -1322.2
Story8 FF LinStatic Top 0 0 0 0 0 0
Story8 FF LinStatic Bottom 0 0 0 0 0 0
Story8 WLX LinStatic Top 0 -31.0179 0 209.3708 0 0
Story8 WLX LinStatic Bottom 0 -31.0179 0 209.3708 0 -93.0537
Story8 EQx LinStatic Top 0 -34.5739 0 234.4282 0 0
Story8 EQx LinStatic Bottom 0 -34.5739 0 234.4282 0 -103.7218
Story8 EQy LinStatic Top 0 0 -23.0454 -95.317 0 0
Story8 EQy LinStatic Bottom 0 0 -23.0454 -95.317 69.1361 0
Story8 WLY LinStatic Top 0 0 -18.381 -73.5239 0 0

ETABS v22.5.1 Page 32 of 38

Analysis Results 22-04-2025

Table 5.6 - Story Forces (continued)

Output P VX VY T MX MY
Story Case Type Location
Case kN kN kN kN-m kN-m kN-m
Story8 WLY LinStatic Bottom 0 0 -18.381 -73.5239 55.1429 0
Story8 static Combination Top 2290.7064 0 0 0 15382.6982 -9214.8549
Story8 static Combination Bottom 2680.3815 0 0 0 18071.4565 -11033.3388
Story8 dynamic Winf Combination Top 1832.5651 -37.2215 0 251.2449 12306.1585 -7371.8839
Story8 dynamic Winf Combination Bottom 2144.3052 -37.2215 0 251.2449 14457.1652 -8938.3354
Story8 dynamic EQ Combination Top 1832.5651 -41.4887 0 281.3138 12306.1585 -7371.8839
Story8 dynamic EQ Combination Bottom 2144.3052 -41.4887 0 281.3138 14457.1652 -8951.1372
Story7 Dead LinStatic Top 1859.7597 0 0 0 12590.6883 -7601.5491
Story7 Dead LinStatic Bottom 2119.5431 0 0 0 14383.1939 -8813.8718
Story7 Live LinStatic Top 836 0 0 0 5503 -3260
Story7 Live LinStatic Bottom 836 0 0 0 5503 -3260
Story7 WL LinStatic Top 1241.2 0 0 0 8450.1 -5288.8
Story7 WL LinStatic Bottom 1738 0 0 0 11865.6 -7441.6
Story7 FF LinStatic Top 21.6 0 0 0 145.8 -86.4
Story7 FF LinStatic Bottom 21.6 0 0 0 145.8 -86.4
Story7 WLX LinStatic Top 0 -91.7986 0 619.6409 0 -93.0537
Story7 WLX LinStatic Bottom 0 -91.7986 0 619.6409 0 -368.4496
Story7 EQx LinStatic Top 0 -66.8311 0 453.8427 0 -103.7218
Story7 EQx LinStatic Bottom 0 -66.8311 0 453.8427 0 -304.215
Story7 EQy LinStatic Top 0 0 -44.5464 -186.1887 69.1361 0
Story7 EQy LinStatic Bottom 0 0 -44.5464 -186.1887 202.7754 0
Story7 WLY LinStatic Top 0 0 -54.3992 -217.5968 55.1429 0
Story7 WLY LinStatic Bottom 0 0 -54.3992 -217.5968 218.3405 0
Story7 static Combination Top 5937.8395 0 0 0 40034.3825 -24355.1237
Story7 static Combination Bottom 7072.7147 0 0 0 47846.3908 -29402.8076
Story7 dynamic Winf Combination Top 4750.2716 -110.1584 0 743.569 32027.506 -19595.7634
Story7 dynamic Winf Combination Bottom 5658.1717 -110.1584 0 743.569 38277.1127 -23964.3856
Story7 dynamic EQ Combination Top 4750.2716 -80.1973 0 544.6112 32027.506 -19608.5652
Story7 dynamic EQ Combination Bottom 5658.1717 -80.1973 0 544.6112 38277.1127 -23887.3041
Story6 Dead LinStatic Top 2920.6818 0 0 0 19790.2695 -12012.0617
Story6 Dead LinStatic Bottom 3180.4652 0 0 0 21582.7751 -13224.3843
Story6 Live LinStatic Top 1254 0 0 0 8254.5 -4890
Story6 Live LinStatic Bottom 1254 0 0 0 8254.5 -4890
Story6 WL LinStatic Top 2668.9 0 0 0 18203.175 -11408.2
Story6 WL LinStatic Bottom 3165.7 0 0 0 21618.675 -13561
Story6 FF LinStatic Top 43.2 0 0 0 291.6 -172.8
Story6 FF LinStatic Bottom 43.2 0 0 0 291.6 -172.8
Story6 WLX LinStatic Top 0 -150.1378 0 1013.43 0 -368.4496
Story6 WLX LinStatic Bottom 0 -150.1378 0 1013.43 0 -818.863
Story6 EQx LinStatic Top 0 -90.5302 0 615.0452 0 -304.215
Story6 EQx LinStatic Bottom 0 -90.5302 0 615.0452 0 -575.8055
Story6 EQy LinStatic Top 0 0 -60.3431 -252.9516 202.7754 0
Story6 EQy LinStatic Bottom 0 0 -60.3431 -252.9516 383.8048 0
Story6 WLY LinStatic Top 0 0 -88.9705 -355.8822 218.3405 0
Story6 WLY LinStatic Bottom 0 0 -88.9705 -355.8822 485.2521 0

ETABS v22.5.1 Page 33 of 38

Analysis Results 22-04-2025

Table 5.6 - Story Forces (continued)

Output P VX VY T MX MY
Story Case Type Location
Case kN kN kN kN-m kN-m kN-m
Story6 static Combination Top 10330.1727 0 0 0 69809.3168 -42724.5926
Story6 static Combination Bottom 11465.0478 0 0 0 77621.3251 -47772.2765
Story6 dynamic Winf Combination Top 8264.1381 -180.1653 0 1216.116 55847.4534 -34621.8136
Story6 dynamic Winf Combination Bottom 9172.0382 -180.1653 0 1216.116 62097.0601 -39200.4567
Story6 dynamic EQ Combination Top 8264.1381 -108.6362 0 738.0543 55847.4534 -34544.732
Story6 dynamic EQ Combination Bottom 9172.0382 -108.6362 0 738.0543 62097.0601 -38908.7877
Story5 Dead LinStatic Top 3981.6039 0 0 0 26989.8507 -16422.5743
Story5 Dead LinStatic Bottom 4241.3873 0 0 0 28782.3563 -17634.8969
Story5 Live LinStatic Top 1672 0 0 0 11006 -6520
Story5 Live LinStatic Bottom 1672 0 0 0 11006 -6520
Story5 WL LinStatic Top 4096.6 0 0 0 27956.25 -17527.6
Story5 WL LinStatic Bottom 4593.4 0 0 0 31371.75 -19680.4
Story5 FF LinStatic Top 64.8 0 0 0 437.4 -259.2
Story5 FF LinStatic Bottom 64.8 0 0 0 437.4 -259.2
Story5 WLX LinStatic Top 0 -205.4745 0 1386.9531 0 -818.863
Story5 WLX LinStatic Bottom 0 -205.4745 0 1386.9531 0 -1435.2866
Story5 EQx LinStatic Top 0 -106.9879 0 726.9914 0 -575.8055
Story5 EQx LinStatic Bottom 0 -106.9879 0 726.9914 0 -896.7691
Story5 EQy LinStatic Top 0 0 -71.3131 -299.3147 383.8048 0
Story5 EQy LinStatic Bottom 0 0 -71.3131 -299.3147 597.744 0
Story5 WLY LinStatic Top 0 0 -121.7627 -487.0508 485.2521 0
Story5 WLY LinStatic Bottom 0 0 -121.7627 -487.0508 850.5402 0
Story5 static Combination Top 14722.5058 0 0 0 99584.2511 -61094.0614
Story5 static Combination Bottom 15857.381 0 0 0 107396.2594 -66141.7453
Story5 dynamic Winf Combination Top 11778.0047 -246.5694 0 1664.3437 79667.4009 -49857.8847
Story5 dynamic Winf Combination Bottom 12685.9048 -246.5694 0 1664.3437 85917.0075 -54635.7401
Story5 dynamic EQ Combination Top 11778.0047 -128.3854 0 872.3897 79667.4009 -49566.2156
Story5 dynamic EQ Combination Bottom 12685.9048 -128.3854 0 872.3897 85917.0075 -53989.5191
Story4 Dead LinStatic Top 5042.526 0 0 0 34189.4319 -20833.0868
Story4 Dead LinStatic Bottom 5302.3094 0 0 0 35981.9375 -22045.4094
Story4 Live LinStatic Top 2090 0 0 0 13757.5 -8150
Story4 Live LinStatic Bottom 2090 0 0 0 13757.5 -8150
Story4 WL LinStatic Top 5524.3 0 0 0 37709.325 -23647
Story4 WL LinStatic Bottom 6021.1 0 0 0 41124.825 -25799.8
Story4 FF LinStatic Top 86.4 0 0 0 583.2 -345.6
Story4 FF LinStatic Bottom 86.4 0 0 0 583.2 -345.6
Story4 WLX LinStatic Top 0 -257.0208 0 1734.8906 0 -1435.2866
Story4 WLX LinStatic Bottom 0 -257.0208 0 1734.8906 0 -2206.3491
Story4 EQx LinStatic Top 0 -117.5208 0 798.637 0 -896.7691
Story4 EQx LinStatic Bottom 0 -117.5208 0 798.637 0 -1249.3315
Story4 EQy LinStatic Top 0 0 -78.3338 -328.9871 597.744 0
Story4 EQy LinStatic Bottom 0 0 -78.3338 -328.9871 832.7455 0
Story4 WLY LinStatic Top 0 0 -152.3086 -609.2346 850.5402 0
Story4 WLY LinStatic Bottom 0 0 -152.3086 -609.2346 1307.4661 0
Story4 static Combination Top 19114.839 0 0 0 129359.1854 -79463.5302

ETABS v22.5.1 Page 34 of 38

Analysis Results 22-04-2025

Table 5.6 - Story Forces (continued)

Output P VX VY T MX MY
Story Case Type Location
Case kN kN kN kN-m kN-m kN-m
Story4 static Combination Bottom 20249.7141 0 0 0 137171.1937 -84511.2141
Story4 dynamic Winf Combination Top 15291.8712 -308.425 0 2081.8688 103487.3483 -65293.168
Story4 dynamic Winf Combination Bottom 16199.7713 -308.425 0 2081.8688 109736.955 -70256.5902
Story4 dynamic EQ Combination Top 15291.8712 -141.025 0 958.3643 103487.3483 -64646.947
Story4 dynamic EQ Combination Bottom 16199.7713 -141.025 0 958.3643 109736.955 -69108.1691
Story3 Dead LinStatic Top 6103.5381 0 0 0 41389.0189 -25243.6135
Story3 Dead LinStatic Bottom 6347.9684 0 0 0 43181.5244 -26455.9361
Story3 Live LinStatic Top 2508 0 0 0 16509 -9780
Story3 Live LinStatic Bottom 2508 0 0 0 16509 -9780
Story3 WL LinStatic Top 6952 0 0 0 47462.4 -29766.4
Story3 WL LinStatic Bottom 7448.8 0 0 0 50877.9 -31919.2
Story3 FF LinStatic Top 108 0 0 0 729 -432
Story3 FF LinStatic Bottom 108 0 0 0 729 -432
Story3 WLX LinStatic Top 0 -306.1098 0 2066.241 0 -2206.3491
Story3 WLX LinStatic Bottom 0 -306.1098 0 2066.241 0 -3124.6784
Story3 EQx LinStatic Top 0 -123.3846 0 838.9381 0 -1249.3315
Story3 EQx LinStatic Bottom 0 -123.3846 0 838.9381 0 -1619.4852
Story3 EQy LinStatic Top 0 0 -82.2424 -345.6788 832.7455 0
Story3 EQy LinStatic Bottom 0 0 -82.2424 -345.6788 1079.4725 0
Story3 WLY LinStatic Top 0 0 -181.3984 -725.5936 1307.4661 0
Story3 WLY LinStatic Bottom 0 0 -181.3984 -725.5936 1851.6613 0
Story3 static Combination Top 23507.3072 0 0 0 159134.1283 -97833.0202
Story3 static Combination Bottom 24619.1525 0 0 0 166946.1366 -102880.7041
Story3 dynamic Winf Combination Top 18805.8458 -367.3317 0 2479.4892 127307.3026 -80914.0351
Story3 dynamic Winf Combination Bottom 19695.322 -367.3317 0 2479.4892 133556.9093 -86054.1774
Story3 dynamic EQ Combination Top 18805.8458 -148.0615 0 1006.7257 127307.3026 -79765.614
Story3 dynamic EQ Combination Bottom 19695.322 -148.0615 0 1006.7257 133556.9093 -84247.9456
Story2 Dead LinStatic Top 7149.107 0 0 0 48588.6001 -29654.126
Story2 Dead LinStatic Bottom 7408.8905 0 0 0 50381.1056 -30866.4487
Story2 Live LinStatic Top 2926 0 0 0 19260.5 -11410
Story2 Live LinStatic Bottom 2926 0 0 0 19260.5 -11410
Story2 WL LinStatic Top 8379.7 0 0 0 57215.475 -35885.8
Story2 WL LinStatic Bottom 8876.5 0 0 0 60630.975 -38038.6
Story2 FF LinStatic Top 129.6 0 0 0 874.8 -518.4
Story2 FF LinStatic Bottom 129.6 0 0 0 874.8 -518.4
Story2 WLX LinStatic Top 0 -355.0062 0 2396.2922 0 -3124.6784
Story2 WLX LinStatic Bottom 0 -355.0062 0 2396.2922 0 -4189.6972
Story2 EQx LinStatic Top 0 -125.9904 0 856.8495 0 -1619.4852
Story2 EQx LinStatic Bottom 0 -125.9904 0 856.8495 0 -1997.4564
Story2 EQy LinStatic Top 0 0 -83.9793 -353.0969 1079.4725 0
Story2 EQy LinStatic Bottom 0 0 -83.9793 -353.0969 1331.4103 0
Story2 WLY LinStatic Top 0 0 -210.3741 -841.4963 1851.6613 0
Story2 WLY LinStatic Bottom 0 0 -210.3741 -841.4963 2482.7835 0
Story2 static Combination Top 27876.6106 0 0 0 188909.0626 -116202.4891
Story2 static Combination Bottom 29011.4857 0 0 0 196721.0709 -121250.173

ETABS v22.5.1 Page 35 of 38

Analysis Results 22-04-2025

Table 5.6 - Story Forces (continued)

Output P VX VY T MX MY
Story Case Type Location
Case kN kN kN kN-m kN-m kN-m
Story2 dynamic Winf Combination Top 22301.2884 -426.0075 0 2875.5506 151127.2501 -96711.6054
Story2 dynamic Winf Combination Bottom 23209.1885 -426.0075 0 2875.5506 157376.8568 -102027.775
Story2 dynamic EQ Combination Top 22301.2884 -151.1885 0 1028.2194 151127.2501 -94905.3736
Story2 dynamic EQ Combination Bottom 23209.1885 -151.1885 0 1028.2194 157376.8568 -99397.0861
Story1 Dead LinStatic Top 8282.4913 0 0 0 56283.31 -34383.94
Story1 Dead LinStatic Bottom 8542.2747 0 0 0 58075.8156 -35596.2626
Story1 Live LinStatic Top 3344 0 0 0 22012 -13040
Story1 Live LinStatic Bottom 3344 0 0 0 22012 -13040
Story1 WL LinStatic Top 9807.4 0 0 0 66968.55 -42005.2
Story1 WL LinStatic Bottom 10304.2 0 0 0 70384.05 -44158
Story1 FF LinStatic Top 151.2 0 0 0 1020.6 -604.8
Story1 FF LinStatic Bottom 151.2 0 0 0 1020.6 -604.8
Story1 WLX LinStatic Top 0 -403.9027 0 2726.3433 0 -4189.6972
Story1 WLX LinStatic Bottom 0 -403.9027 0 2726.3433 0 -5401.4053
Story1 EQx LinStatic Top 0 -126.7134 0 861.7696 0 -1997.4564
Story1 EQx LinStatic Bottom 0 -126.7134 0 861.7696 0 -2377.5967
Story1 EQy LinStatic Top 0 0 -84.4612 -355.1415 1331.4103 0
Story1 EQy LinStatic Bottom 0 0 -84.4612 -355.1415 1584.7939 0
Story1 WLY LinStatic Top 0 0 -239.3498 -957.399 2482.7835 0
Story1 WLY LinStatic Bottom 0 0 -239.3498 -957.399 3200.8328 0
Story1 static Combination Top 32377.637 0 0 0 219426.69 -135050.91
Story1 static Combination Bottom 33512.5121 0 0 0 227238.6983 -140098.5939
Story1 dynamic Winf Combination Top 25902.1096 -484.6833 0 3271.612 175541.352 -113068.3646
Story1 dynamic Winf Combination Bottom 26810.0097 -484.6833 0 3271.612 181790.9587 -118560.5615
Story1 dynamic EQ Combination Top 25902.1096 -152.0561 0 1034.1235 175541.352 -110437.6757
Story1 dynamic EQ Combination Bottom 26810.0097 -152.0561 0 1034.1235 181790.9587 -114931.9912

5.3 Modal Results

Table 5.7 - Modal Periods And Frequencies

Period Frequency CircFreq Eigenvalue

Case Mode
sec cyc/sec rad/sec rad2/sec2
Modal 1 1.406 0.711 4.4695 19.9761
Modal 2 0.937 1.067 6.7053 44.9616
Modal 3 0.906 1.104 6.9378 48.1336
Modal 4 0.354 2.824 17.744 314.851
Modal 5 0.214 4.662 29.2952 858.2105
Modal 6 0.209 4.793 30.1146 906.8897
Modal 7 0.152 6.563 41.238 1700.5702
Modal 8 0.088 11.366 71.4147 5100.0594
Modal 9 0.085 11.798 74.1279 5494.9392
Modal 10 0.084 11.917 74.8767 5606.5254
Modal 11 0.055 18.287 114.8976 13201.4527
Modal 12 0.048 20.993 131.9008 17397.8273

ETABS v22.5.1 Page 36 of 38

Analysis Results 22-04-2025

Table 5.8 - Modal Participating Mass Ratios (Part 1 of 2)

Period
Case Mode UX UY UZ SumUX SumUY SumUZ RX RY RZ
sec
Modal 1 1.406 8.852E-06 0.6628 0 8.852E-06 0.6628 0 0.3697 6.397E-06 0.0042
Modal 2 0.937 0.4559 0.0015 0 0.4559 0.6642 0 0.0006 0.253 0.2106
Modal 3 0.906 0.2139 0.0025 0 0.6698 0.6668 0 0.0011 0.115 0.4513
Modal 4 0.354 7.538E-07 0.1559 0 0.6698 0.8227 0 0.2618 1.004E-06 0.0006
Modal 5 0.214 0.0515 0.0003 0 0.7213 0.823 0 0.0006 0.0818 0.1227
Modal 6 0.209 0.123 0.0001 0 0.8443 0.8231 0 0.0002 0.1992 0.0502
Modal 7 0.152 0 0.0785 0 0.8443 0.9016 0 0.1261 0 0.0001
Modal 8 0.088 0.0148 0 0 0.8591 0.9016 0 6.655E-06 0.0273 0.0588
Modal 9 0.085 0.0004 0.0481 0 0.8594 0.9497 0 0.108 0.0007 9.583E-07
Modal 10 0.084 0.0578 0.0003 0 0.9172 0.95 0 0.0006 0.1099 0.0155
Modal 11 0.055 1.621E-06 0.0283 0 0.9172 0.9783 0 0.0697 3.643E-06 0.0001
Modal 12 0.048 0.0055 0.0001 0 0.9227 0.9784 0 0.0003 0.013 0.0348

Table 5.8 - Modal Participating Mass Ratios (Part 2 of 2)

Case Mode SumRX SumRY SumRZ

Modal 1 0.3697 6.397E-06 0.0042
Modal 2 0.3703 0.253 0.2148
Modal 3 0.3714 0.368 0.6661
Modal 4 0.6332 0.368 0.6667
Modal 5 0.6337 0.4499 0.7894
Modal 6 0.6339 0.6491 0.8396
Modal 7 0.7601 0.6491 0.8397
Modal 8 0.7601 0.6764 0.8985
Modal 9 0.868 0.6771 0.8985
Modal 10 0.8686 0.7871 0.914
Modal 11 0.9384 0.7871 0.9141
Modal 12 0.9387 0.8001 0.9489

Table 5.9 - Modal Load Participation Ratios

Static Dynamic
Case ItemType Item
% %
Modal Acceleration UX 99.98 92.27
Modal Acceleration UY 100 97.84
Modal Acceleration UZ 0 0

Table 5.10 - Modal Direction Factors

Period
Case Mode UX UY UZ RZ
sec
Modal 1 1.406 0 0.995 0 0.005
Modal 2 0.937 0.683 0.002 0 0.315
Modal 3 0.906 0.317 0.004 0 0.68
Modal 4 0.354 0 0.997 0 0.003
Modal 5 0.214 0.293 0.002 0 0.704
Modal 6 0.209 0.707 0.001 0 0.293
Modal 7 0.152 0 0.998 0 0.002

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Analysis Results 22-04-2025

Table 5.10 - Modal Direction Factors (continued)

Period
Case Mode UX UY UZ RZ
sec
Modal 8 0.088 0.204 0.005 0 0.79
Modal 9 0.085 0.005 0.992 0 0.002
Modal 10 0.084 0.79 0.003 0 0.207
Modal 11 0.055 0 0.998 0 0.002
Modal 12 0.048 0.144 0.002 0 0.854

ETABS v22.5.1 Page 38 of 38