MEMORIA DE CALCULO PROYECTO ALMACEN SENA CDITI -...

PROYECTO ALMACEN SENA CDITI - DOSQUEBRADAS

MEMORIA DE CALCULO – PROYECTO

ALMACEN SENA CDITI - DOSQUEBRADAS

ING CIVIL. OSCAR ALONSO OSPINA AGUDELO

MAT.66202238197 RIS.

DOSQUEBRADAS, ABRIL DE 2016


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 6

1.5 Area Connectivity 7

1.6 Mass 7

1.7 Groups 8

2. Properties 9

2.1 Materials 9

2.2 Frame Sections 9

2.3 Shell Sections 9

2.4 Reinforcement Sizes 9

3. Assignments 10

3.1 Joint Assignments 10

3.2 Frame Assignments 10

3.3 Shell Assignments 11

4. Loads 13

4.1 Load Patterns 13

4.2 Auto Seismic Loading 13

4.3 Applied Loads 16

4.3.1 Area Loads 16

4.4 Load Cases 16

4.5 Load Combinations 16

5. Analysis Results 17

5.1 Structure Results 17

5.2 Story Results 18

5.3 Point Results 22

5.4 Modal Results 31

6. Design Data 34

6.1 Steel Frame Design 34


List of Tables

Table 1.1 Story Data 5

Table 1.2 Grid Systems 5

Table 1.3 Grid Lines 5

Table 1.4 Joint Coordinates Data 5

Table 1.5 Column Connectivity Data 6

Table 1.6 Beam Connectivity Data 6

Table 1.7 Floor Connectivity Data 7

Table 1.8 Mass Source 7

Table 1.9 Centers of Mass and Rigidity 7

Table 1.10 Mass Summary by Diaphragm 7

Table 1.11 Mass Summary by Story 7

Table 1.12 Group Definitions 8

Table 2.1 Material Properties - Summary 9

Table 2.2 Frame Sections - Summary 9

Table 2.3 Shell Sections - Summary 9

Table 2.4 Reinforcing Bar Sizes 9

Table 3.1 Joint Assignments - Summary 10

Table 3.2 Frame Assignments - Summary 10

Table 3.3 Shell Assignments - Summary 12

Table 4.1 Load Patterns 13

Table 4.3 Shell Loads - Uniform 16

Table 4.4 Load Cases - Summary 16

Table 4.5 Load Combinations 16

Table 5.1 Base Reactions 17

Table 5.2 Centers of Mass and Rigidity 17

Table 5.3 Diaphragm Center of Mass Displacements 17

Table 5.4 Story Max/Avg Displacements 18

Table 5.5 Story Drifts 19

Table 5.6 Story Forces 21

Table 5.7 Joint Reactions 22

Table 5.8 Modal Periods and Frequencies 31

Table 5.9 Modal Participating Mass Ratios 32

Table 5.10 Modal Load Participation Ratios 32

Table 5.11 Modal Direction Factors 33

Table 6.1 Steel Frame Preferences - AISC 360-10 34

Table 6.2 Steel Frame Overwrites - AISC 360-10 34

Table 6.3 Steel Column Envelope 40

Table 6.4 Steel Beam Envelope 41

Structure Data 22/04/2016

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1 DATOS DE LA ESTRUCTURA

1.1 Story Data

Table 1.1 - Story Data

Name Height

mm

Elevation

mm

Master

Story Similar To

Splice

Story

Story1 3000 3000 Yes None No

Base 0 0 No None No

1.2 Grid Data

Table 1.2 - Grid Systems

Name Type Story

Range

X Origin

m

Y Origin

m

Rotation

deg

Bubble

Size

mm

Color

G1 Cartesian Default 0 0 0 1250 ffa0a0a0

Table 1.3 - Grid Lines

Grid

System

Grid

Direction Grid ID Visible

Bubble

Location

Ordinate

m

G1 X A Yes End 0

G1 X B Yes End 3

G1 X C Yes End 6

G1 X D Yes End 9

G1 Y 1 Yes Start 0

G1 Y 2 Yes Start 3

G1 Y 3 Yes Start 3.9

G1 Y 4 Yes Start 6.9

1.3 Point Coordinates

Table 1.4 - Joint Coordinates Data

Label X

mm

Y

mm

ΔZ Below

mm

1 0 0 0

2 0 3000 0

3 0 3900 0

4 0 6900 0

5 3000 0 0

6 3000 3000 0

7 3000 3900 0

8 3000 6900 0

9 6000 0 0

10 6000 3000 0

11 6000 3900 0

12 6000 6900 0

13 9000 0 0

14 9000 3000 0

15 9000 3900 0

16 9000 6900 0


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1.4 Line Connectivity

Table 1.5 - Column Connectivity Data

Column I-End

Point

J-End

Point

I-End

Story

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

C16 16 16 Below

Table 1.6 - Beam Connectivity Data

Beam I-End

Point

J-End

Point

Curve

Type

B1 1 2 None

B2 2 3 None

B3 3 4 None

B4 5 6 None

B5 6 7 None

B6 7 8 None

B7 9 10 None

B8 10 11 None

B9 11 12 None

B10 13 14 None

B11 14 15 None

B12 15 16 None

B13 1 5 None

B14 5 9 None

B15 9 13 None

B16 2 6 None

B17 6 10 None

B18 10 14 None

B19 3 7 None

B20 7 11 None

B21 11 15 None

B22 4 8 None

B23 8 12 None

B24 12 16 None

1.5 Area Connectivity

Table 1.7 - Floor Connectivity Data

Floor Number

of Edges

Edge

Number Point 1 Point 2

Curve

Type

F1 4 1 1 13 None

2 13 16 None

3 16 4 None

4 4 1 None


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1.6 Mass

Table 1.8 - Mass Source

Name Include

Elements

Include

Added

Mass

Include

Loads

Include

Lateral

Include

Vertical

Lump at

Stories IsDefault

MsSrc1 Yes Yes No Yes No Yes Yes

Table 1.9 - Centers of Mass and Rigidity

Story Diaphrag

m

Mass X

kg

Mass Y

kg

XCM

m

YCM

m

Cumulati

ve X

kg

Cumulati

ve Y

kg

XCCM

m

YCCM

m

XCR

m

YCR

m

Story1 D1 15803.22 15803.22 4.5 3.45 15803.22 15803.22 4.5 3.45

Table 1.10 - Mass Summary by Diaphragm

Story Diaphrag

m

Mass X

kg

Mass Y

kg

Mass

Moment

of Inertia

ton-m²

X Mass

Center

m

Y Mass

Center

m

Story1 D1 15803.22 15803.22 237.3063 4.5 3.45

Table 1.11 - Mass Summary by Story

Story UX

kg

UY

kg

UZ

kg

Story1 41464.8 41464.8 0

Base 3484.98 3484.98 0

1.7 Groups

Table 1.12 - Group Definitions

Name Color

All Yellow

Properties 22/04/2016

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2 Properties

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

2.1 Materials

Table 2.1 - Material Properties - Summary

Name Type E

MPa ν

Unit

Weight

kN/m³ Design Strengths

4000Psi Concrete 24855.58 0.2 23.5631 Fc=27.58 MPa

A615Gr60 Rebar 199947.98 0.3 76.9729 Fy=413.69 MPa,

Fu=620.53 MPa

A992Fy50 Steel 199947.98 0.3 76.9729 Fy=344.74 MPa,

Fu=448.16 MPa

2.2 Frame Sections

Table 2.2 - Frame Sections - Summary

Name Material Shape

HEA340 A992Fy50 Steel I/Wide

Flange

2.3 Shell Sections

Table 2.3 - Shell Sections - Summary

Name Design

Type

Element

Type Material

Total

Thickness

mm

Slab1 Slab Shell-Thin 4000Psi 200

2.4 Reinforcement Sizes

Table 2.4 - Reinforcing Bar Sizes

Name Diameter

mm

Area

mm²

10 10 79

20 20 314

Assignments 22/04/2016

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3 Assignments

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

3.1 Joint Assignments

Table 3.1 - Joint Assignments - Summary

Story Label Unique

Name

Diaphrag

m Restraints

Story1 1 17 D1

Story1 2 19 D1

Story1 3 21 D1

Story1 4 23 D1

Story1 5 25 D1

Story1 6 27 D1

Story1 7 29 D1

Story1 8 31 D1

Story1 9 33 D1

Story1 10 35 D1

Story1 11 37 D1

Story1 12 39 D1

Story1 13 41 D1

Story1 14 43 D1

Story1 15 45 D1

Story1 16 47 D1

Base 1 18 From Area UX; UY; UZ; RX;

RY; RZ


RY; RZ


RY; RZ


RY; RZ


RY; RZ


RY; RZ


RY; RZ


RY; RZ


RY; RZ


RY; RZ


RY; RZ


RY; RZ


RY; RZ


RY; RZ


RY; RZ


RY; RZ

3.2 Frame Assignments

Table 3.2 - Frame Assignments - Summary

Story Label Unique

Name

Design

Type

Length

mm

Analysis

Section

Design

Section

Max

Station

Spacing

mm

Min

Number

Stations

Assignments 22/04/2016

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Story Label Unique

Name

Design

Type

Length

mm

Analysis

Section

Design

Section

Max

Station

Spacing

mm

Min

Number

Stations

Story1 C1 25 Column 3000 HEA340 HEA340 3
















Story1 B1 41 Beam 3000 HEA340 HEA340 500
























3.3 Shell Assignments

Table 3.3 - Shell Assignments - Summary

Story Label Unique

Name Section

Story1 F1 1 Slab1

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4 Loads

This chapter provides loading information as applied to the model.

4.1 Load Patterns

Table 4.1 - Load Patterns

Name Type

Self

Weight

Multiplier

Auto Load

Dead Dead 1

Live Live 0

SISMO Seismic 0 User

Coefficient

4.2 Auto Seismic Loading

22/04/2016

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User Coefficient Auto Seismic Load Calculation

This calculation presents the automatically generated lateral seismic loads for load pattern SISMO using the user

input coefficients, as calculated by ETABS.

Direction and Eccentricity

Direction = Multiple

Eccentricity Ratio = 5% for all diaphragms

Factors and Coefficients

Equivalent Lateral Forces

Base Shear Coefficient, C C = 0.1

Base Shear, V V = CW

Calculated Base Shear

Direction

Period

Used

(sec)

C W

(kN)

V

(kN)

X 0 0 406.6308 40.6631

Y 0 0 406.6308 40.6631

X + Ecc. Y 0 0 406.6308 40.6631

Y + Ecc. X 0 0 406.6308 40.6631

X - Ecc. Y 0 0 406.6308 40.6631

Y - Ecc. X 0 0 406.6308 40.6631

Applied Story Forces

22/04/2016

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Story Elevation X-Dir Y-Dir

m kN kN

Story1 3 40.6631 0

Base 0 0 0

Story Elevation X-Dir Y-Dir

m kN kN

Story1 3 0 40.6631

Base 0 0 0

Loads 22/04/2016

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4.3 Applied Loads

4.3.1 Area Loads

Table 4.3 - Shell Loads - Uniform

Story Label Unique

Name

Load

Pattern Direction

Load

kN/m²

Story1 F1 1 Dead Gravity 3

Story1 F1 1 Live Gravity 4

4.4 Load Cases

Table 4.4 - Load Cases - Summary

Name Type

Dead Linear Static

Live Linear Static

SISMO Linear Static

LCase1 Response

Spectrum

4.5 Load Combinations

Table 4.5 - Load Combinations

Name

Load

Case/Com

bo

Scale

Factor Type Auto

Comb1 Dead 1 Linear Add No

DStlS1 Dead 1.4 Linear Add Yes


DStlS2 Live 1.6 No


DStlS3 Live 1 No

DStlS3 SISMO 1 No


DStlS4 Live 1 No

DStlS4 SISMO -1 No


DStlS5 SISMO 1 No


DStlS6 SISMO -1 No


DStlS7 Live 1 No

DStlS7 LCase1 1 No


DStlS8 LCase1 1 No

DStlD1 Dead 1 Linear Add Yes

DStlD2 Dead 1 Linear Add Yes

DStlD2 Live 1 No

Analysis Results 22/04/2016

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5 Analysis Results

This chapter provides analysis results.

5.1 Structure Results

Table 5.1 - Base Reactions

Load

Case/Com

bo

FX

kN

FY

kN

FZ

kN

MX

kN-m

MY

kN-m

MZ

kN-m

X

m

Y

m

Z

m

Dead 0 0 627.1067 2163.5182 -2821.9802 0 0 0 0

Live 0 0 248.4 856.98 -1117.8 0 0 0 0

SISMO 1 -40.6631 0 0 0 -121.9892 140.2876 0 0 0

SISMO 2 0 -40.6631 0 121.9892 0 -182.9838 0 0 0

SISMO 3 -40.6631 0 0 0 -121.9892 145.6343 0 0 0

SISMO 4 0 -40.6631 0 121.9892 0 -189.9578 0 0 0

SISMO 5 -40.6631 0 0 0 -121.9892 134.9409 0 0 0

SISMO 6 0 -40.6631 0 121.9892 0 -176.0099 0 0 0

LCase1 Max 0.4068 0.4068 0 1.2203 1.2203 2.3065 0 0 0

Comb1 0 0 627.1067 2163.5182 -2821.9802 0 0 0 0

DStlS1 0 0 877.9494 3028.9255 -3950.7723 0 0 0 0

DStlS2 0 0 1149.9681 3967.3898 -5174.8563 0 0 0 0

DStlS3 Max 0 0 1126.3494 4007.8947 -5068.5723 145.6343 0 0 0

DStlS3 Min -40.6631 -40.6631 1126.3494 3885.9055 -5190.5616 -189.9578 0 0 0

DStlS4 Max 40.6631 40.6631 1126.3494 3885.9055 -4946.5831 189.9578 0 0 0

DStlS4 Min 0 0 1126.3494 3763.9162 -5068.5723 -145.6343 0 0 0

DStlS5 Max 0 0 438.9747 1636.452 -1975.3862 145.6343 0 0 0

DStlS5 Min -40.6631 -40.6631 438.9747 1514.4627 -2097.3754 -189.9578 0 0 0

DStlS6 Max 40.6631 40.6631 438.9747 1514.4627 -1853.3969 189.9578 0 0 0

DStlS6 Min 0 0 438.9747 1392.4735 -1975.3862 -145.6343 0 0 0

DStlS7 Max 0.4068 0.4068 1126.3494 3887.1258 -5067.352 2.3065 0 0 0

DStlS7 Min -0.4068 -0.4068 1126.3494 3884.6852 -5069.7926 -2.3065 0 0 0

DStlS8 Max 0.4068 0.4068 438.9747 1515.683 -1974.1659 2.3065 0 0 0

DStlS8 Min -0.4068 -0.4068 438.9747 1513.2424 -1976.6065 -2.3065 0 0 0

DStlD1 0 0 627.1067 2163.5182 -2821.9802 0 0 0 0

DStlD2 0 0 875.5067 3020.4982 -3939.7802 0 0 0 0

Table 5.2 - Centers of Mass and Rigidity

Story Diaphrag

m

Mass X

kg

Mass Y

kg

XCM

m

YCM

m

Cumulati

ve X

kg

Cumulati

ve Y

kg

XCCM

m

YCCM

m

XCR

m

YCR

m

Story1 D1 15803.22 15803.22 4.5 3.45 15803.22 15803.22 4.5 3.45

Table 5.3 - Diaphragm Center of Mass Displacements

Story Diaphra

gm

Load

Case/Co

mbo

UX

mm

UY

mm

UZ

mm

RX

rad

RY

rad

RZ

rad Point

X

m

Y

m

Z

m

Story1 D1 Dead -1.183E-

09

-1.172E-

09 0 0 0 0 50 4.5 3.45 3

Story1 D1 Live -5.886E-

10

-5.928E-

10 0 0 0 0 50 4.5 3.45 3

Story1 D1 SISMO 1 0.2 0 0 0 0 0 50 4.5 3.45 3

Story1 D1 SISMO 2 0 0.4 0 0 0 0 50 4.5 3.45 3

Story1 D1 SISMO 3 0.2 3.213E-11 0 0 0 -2E-06 50 4.5 3.45 3

Story1 D1 SISMO 4 2.75E-11 0.4 0 0 0 2E-06 50 4.5 3.45 3

Story1 D1 SISMO 5 0.2 -3.215E-

11 0 0 0 2E-06 50 4.5 3.45 3

Story1 D1 SISMO 6 -2.752E-

11 0.4 0 0 0 -2E-06 50 4.5 3.45 3

Story1 D1 LCase1

Max 0.00152 0.003607 0 0 0 0 50 4.5 3.45 3


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Story Diaphra

gm

Load

Case/Co

mbo

UX

mm

UY

mm

UZ

mm

RX

rad

RY

rad

RZ

rad Point

X

m

Y

m

Z

m

Story1 D1 Comb1 -1.183E-

09

-1.172E-

09 0 0 0 0 50 4.5 3.45 3

Story1 D1 DStlS1 -1.656E-

09 -1.64E-09 0 0 0 0 50 4.5 3.45 3

Story1 D1 DStlS2 -2.361E-

09

-2.354E-

09 0 0 0 0 50 4.5 3.45 3

Story1 D1 DStlS3

Max 0.2 0.4 0 0 0 2E-06 50 4.5 3.45 3

Story1 D1 DStlS3

Min

-2.272E-

09

-2.265E-

09 0 0 0 -2E-06 50 4.5 3.45 3

Story1 D1 DStlS4

Max

-2.217E-

09

-2.201E-

09 0 0 0 2E-06 50 4.5 3.45 3

Story1 D1 DStlS4

Min -0.2 -0.4 0 0 0 -2E-06 50 4.5 3.45 3

Story1 D1 DStlS5

Max 0.2 0.4 0 0 0 2E-06 50 4.5 3.45 3

Story1 D1 DStlS5

Min

-8.557E-

10

-8.523E-

10 0 0 0 -2E-06 50 4.5 3.45 3

Story1 D1 DStlS6

Max

-8.006E-

10 -7.88E-10 0 0 0 2E-06 50 4.5 3.45 3

Story1 D1 DStlS6

Min -0.2 -0.4 0 0 0 -2E-06 50 4.5 3.45 3

Story1 D1 DStlS7

Max 0.00152 0.003607 0 0 0 0 50 4.5 3.45 3

Story1 D1 DStlS7

Min -0.00152 -0.003607 0 0 0 0 50 4.5 3.45 3

Story1 D1 DStlS8

Max 0.00152 0.003607 0 0 0 0 50 4.5 3.45 3

Story1 D1 DStlS8

Min -0.00152 -0.003607 0 0 0 0 50 4.5 3.45 3

Story1 D1 DStlD1 -1.183E-

09

-1.172E-

09 0 0 0 0 50 4.5 3.45 3

Story1 D1 DStlD2 -1.772E-

09

-1.764E-

09 0 0 0 0 50 4.5 3.45 3

5.2 Story Results

Table 5.4 - Story Max/Avg Displacements

Story

Load

Case/Com

bo

Direction Maximum

mm

Average

mm Ratio

Story1 Dead X 1.183E-09 1.183E-09 1

Base Dead Y 0 0

Story1 Live Y 5.928E-10 5.928E-10 1

Base Live Y 0 0

Story1 SISMO 1 X 0.2 0.2 1

Base SISMO 1 Y 0 0

Story1 SISMO 2 Y 0.4 0.4 1

Base SISMO 2 Y 0 0

Story1 SISMO 3 X 0.2 0.2 1.042361

Base SISMO 3 Y 0 0

Story1 SISMO 4 Y 0.4 0.4 1.030374

Base SISMO 4 Y 0 0

Story1 SISMO 5 X 0.2 0.2 1.042361

Base SISMO 5 Y 0 0

Story1 SISMO 6 Y 0.4 0.4 1.030374

Base SISMO 6 Y 0 0

Story1 LCase1 Max Y 0.003607 0.003607 1

Base LCase1 Max Y 0 0

Story1 Comb1 X 1.183E-09 1.183E-09 1

Base Comb1 Y 0 0

Story1 DStlS1 X 1.656E-09 1.656E-09 1


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Story

Load

Case/Com

bo

Direction Maximum

mm

Average

mm Ratio

Base DStlS1 Y 0 0

Story1 DStlS2 X 2.361E-09 2.361E-09 1

Base DStlS2 Y 0 0

Story1 DStlS3 Max Y 0.4 0.4 1.009924

Base DStlS3 Max Y 0 0

Story1 DStlS3 Min Y 0.008397 0.005598 1.5

Base DStlS3 Min Y 0 0

Story1 DStlS4 Max Y 0.008397 0.005598 1.5


Story1 DStlS4 Min Y 0.4 0.4 1.009924


Story1 DStlS5 Max Y 0.4 0.4 1.009924


Story1 DStlS5 Min Y 0.008397 0.005598 1.5


Story1 DStlS6 Max Y 0.008397 0.005598 1.5


Story1 DStlS6 Min Y 0.4 0.4 1.009924


Story1 DStlS7 Max Y 0.003607 0.003607 1


Story1 DStlS7 Min Y 0.003607 0.003607 1


Story1 DStlS8 Max Y 0.003607 0.003607 1


Story1 DStlS8 Min Y 0.003607 0.003607 1


Story1 DStlD1 X 1.183E-09 1.183E-09 1

Base DStlD1 Y 0 0

Story1 DStlD2 X 1.772E-09 1.772E-09 1

Base DStlD2 Y 0 0

Table 5.5 - Story Drifts

Story

Load

Case/Com

bo

Label Item Drift X

m

Y

m

Z

m

Story1 Dead 16 Max Drift X 0 9 6.9 3

Story1 Dead 4 Max Drift Y 0 0 6.9 3

Story1 Live 16 Max Drift X 0 9 6.9 3

Story1 Live 4 Max Drift Y 0 0 6.9 3

Story1 SISMO 1 16 Max Drift X 5.1E-05 9 6.9 3

Story1 SISMO 1 16 Max Drift Y 0 9 6.9 3

Story1 SISMO 2 16 Max Drift X 0 9 6.9 3

Story1 SISMO 2 16 Max Drift Y 0.00012 9 6.9 3

Story1 SISMO 3 16 Max Drift X 5.3E-05 9 6.9 3

Story1 SISMO 3 15 Max Drift Y 3E-06 9 3.9 3

Story1 SISMO 4 16 Max Drift X 3E-06 9 6.9 3


Story1 SISMO 5 13 Max Drift X 5.3E-05 9 0 3

Story1 SISMO 5 13 Max Drift Y 3E-06 9 0 3

Story1 SISMO 6 16 Max Drift X 3E-06 9 6.9 3


Story1 LCase1 Max 13 Max Drift X 1E-06 9 0 3

Story1 LCase1 Max 16 Max Drift Y 1E-06 9 6.9 3

Story1 Comb1 16 Max Drift X 0 9 6.9 3


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Story

Load

Case/Com

bo

Label Item Drift X

m

Y

m

Z

m

Story1 Comb1 4 Max Drift Y 0 0 6.9 3

Story1 DStlS1 16 Max Drift X 0 9 6.9 3

Story1 DStlS1 4 Max Drift Y 0 0 6.9 3

Story1 DStlS2 16 Max Drift X 0 9 6.9 3

Story1 DStlS2 4 Max Drift Y 0 0 6.9 3

Story1 DStlS3 Max 16 Max Drift X 5.3E-05 9 6.9 3

Story1 DStlS3 Max 16 Max Drift Y 0.000124 9 6.9 3

Story1 DStlS3 Min 16 Max Drift X 3E-06 9 6.9 3

Story1 DStlS3 Min 15 Max Drift Y 3E-06 9 3.9 3

Story1 DStlS4 Max 16 Max Drift X 3E-06 9 6.9 3

Story1 DStlS4 Max 15 Max Drift Y 3E-06 9 3.9 3

Story1 DStlS4 Min 16 Max Drift X 5.3E-05 9 6.9 3

Story1 DStlS4 Min 16 Max Drift Y 0.000124 9 6.9 3

Story1 DStlS5 Max 16 Max Drift X 5.3E-05 9 6.9 3

Story1 DStlS5 Max 16 Max Drift Y 0.000124 9 6.9 3

Story1 DStlS5 Min 16 Max Drift X 3E-06 9 6.9 3


Story1 DStlS6 Max 16 Max Drift X 3E-06 9 6.9 3


Story1 DStlS6 Min 16 Max Drift X 5.3E-05 9 6.9 3

Story1 DStlS6 Min 16 Max Drift Y 0.000124 9 6.9 3

Story1 DStlS7 Max 13 Max Drift X 1E-06 9 0 3


Story1 DStlS7 Min 13 Max Drift X 1E-06 9 0 3


Story1 DStlS8 Max 13 Max Drift X 1E-06 9 0 3


Story1 DStlS8 Min 13 Max Drift X 1E-06 9 0 3


Story1 DStlD1 16 Max Drift X 0 9 6.9 3

Story1 DStlD1 4 Max Drift Y 0 0 6.9 3

Story1 DStlD2 16 Max Drift X 0 9 6.9 3

Story1 DStlD2 4 Max Drift Y 0 0 6.9 3

Table 5.6 - Story Forces

Story

Load

Case/Com

bo

Location P

kN

VX

kN

VY

kN

T

kN-m

MX

kN-m

MY

kN-m

Story1 Dead Top 558.7548 0 0 0 1927.7041 -2514.3967

Story1 Dead Bottom 627.1067 0 0 0 2163.5182 -2821.9802

Story1 Live Top 248.4 0 0 0 856.98 -1117.8

Story1 Live Bottom 248.4 0 0 0 856.98 -1117.8

Story1 SISMO 1 Top 0 -40.6631 0 140.2876 0 0

Story1 SISMO 1 Bottom 0 -40.6631 0 140.2876 0 -121.9892

Story1 SISMO 2 Top 0 0 -40.6631 -182.9838 0 0

Story1 SISMO 2 Bottom 0 0 -40.6631 -182.9838 121.9892 0

Story1 SISMO 3 Top 0 -40.6631 0 145.6343 0 0


Story1 SISMO 4 Top 0 0 -40.6631 -189.9578 0 0


Story1 SISMO 5 Top 0 -40.6631 0 134.9409 0 0


Story1 SISMO 6 Top 0 0 -40.6631 -176.0099 0 0


Story1 LCase1 Max Top 0 0.4068 0.4068 2.3065 0 0


of 34

Story

Load

Case/Com

bo

Location P

kN

VX

kN

VY

kN

T

kN-m

MX

kN-m

MY

kN-m

Story1 LCase1 Max Bottom 0 0.4068 0.4068 2.3065 1.2203 1.2203

Story1 Comb1 Top 558.7548 0 0 0 1927.7041 -2514.3967

Story1 Comb1 Bottom 627.1067 0 0 0 2163.5182 -2821.9802

Story1 DStlS1 Top 782.2567 0 0 0 2698.7858 -3520.1553

Story1 DStlS1 Bottom 877.9494 0 0 0 3028.9255 -3950.7723

Story1 DStlS2 Top 1067.9458 0 0 0 3684.4129 -4805.756

Story1 DStlS2 Bottom 1149.9681 0 0 0 3967.3898 -5174.8563

Story1 DStlS3 Max Top 1030.6567 0 0 145.6343 3555.7658 -4637.9553

Story1 DStlS3 Max Bottom 1126.3494 0 0 145.6343 4007.8947 -5068.5723

Story1 DStlS3 Min Top 1030.6567 -40.6631 -40.6631 -189.9578 3555.7658 -4637.9553

Story1 DStlS3 Min Bottom 1126.3494 -40.6631 -40.6631 -189.9578 3885.9055 -5190.5616

Story1 DStlS4 Max Top 1030.6567 40.6631 40.6631 189.9578 3555.7658 -4637.9553

Story1 DStlS4 Max Bottom 1126.3494 40.6631 40.6631 189.9578 3885.9055 -4946.5831

Story1 DStlS4 Min Top 1030.6567 0 0 -145.6343 3555.7658 -4637.9553

Story1 DStlS4 Min Bottom 1126.3494 0 0 -145.6343 3763.9162 -5068.5723

Story1 DStlS5 Max Top 391.1284 0 0 145.6343 1349.3929 -1760.0777

Story1 DStlS5 Max Bottom 438.9747 0 0 145.6343 1636.452 -1975.3862





Story1 DStlS6 Min Top 391.1284 0 0 -145.6343 1349.3929 -1760.0777

Story1 DStlS6 Min Bottom 438.9747 0 0 -145.6343 1392.4735 -1975.3862









Story1 DStlD1 Top 558.7548 0 0 0 1927.7041 -2514.3967

Story1 DStlD1 Bottom 627.1067 0 0 0 2163.5182 -2821.9802

Story1 DStlD2 Top 807.1548 0 0 0 2784.6841 -3632.1967

Story1 DStlD2 Bottom 875.5067 0 0 0 3020.4982 -3939.7802

5.3 Point Results

Table 5.7 - Joint Reactions

Story Joint

Label

Unique

Name

Load

Case/Com

bo

FX

kN

FY

kN

FZ

kN

MX

kN-m

MY

kN-m

MZ

kN-m

Base 1 18 Dead 1.4958 0.8208 21.5724 -0.8113 1.3094 0

Base 1 18 Live 0.6528 0.3575 7.2183 -0.3534 0.5714 0

Base 1 18 SISMO 1 -2.2724 0.0019 -1.616 -0.0018 -4.0015 0

Base 1 18 SISMO 2 0.0027 -2.3978 -1.8912 3.8128 0.0023 0

Base 1 18 SISMO 3 -2.1759 -0.0541 -1.5913 0.0871 -3.8318 0.0002

Base 1 18 SISMO 4 -0.1232 -2.3248 -1.9234 3.6969 -0.219 -0.0002

Base 1 18 SISMO 5 -2.3689 0.0578 -1.6407 -0.0908 -4.1712 -0.0002

Base 1 18 SISMO 6 0.1285 -2.4708 -1.859 3.9288 0.2236 0.0002

Base 1 18 LCase1 Max 0.0227 0.024 0.0249 0.0381 0.04 0

Base 1 18 Comb1 1.4958 0.8208 21.5724 -0.8113 1.3094 0

Base 1 18 DStlS1 2.0941 1.1491 30.2013 -1.1359 1.8331 0

Base 1 18 DStlS2 2.8394 1.5569 37.4361 -1.539 2.4856 0

Base 1 18 DStlS3 Max 2.8753 1.5644 35.8283 2.4396 2.6282 0.0002


of 34

Story Joint

Label

Unique

Name

Load

Case/Com

bo

FX

kN

FY

kN

FZ

kN

MX

kN-m

MY

kN-m

MZ

kN-m

Base 1 18 DStlS3 Min 0.378 -0.9642 35.4962 -1.58 -1.7666 -0.0002

Base 1 18 DStlS4 Max 5.1157 3.9774 39.343 -1.3985 6.5758 0.0002

Base 1 18 DStlS4 Min 2.6184 1.4487 39.011 -5.4181 2.1809 -0.0002

Base 1 18 DStlS5 Max 1.1755 0.6324 13.5093 3.3609 1.1402 0.0002

Base 1 18 DStlS5 Min -1.3218 -1.8963 13.1773 -0.6587 -3.2546 -0.0002

Base 1 18 DStlS6 Max 3.4159 3.0453 17.024 -0.4772 5.0878 0.0002

Base 1 18 DStlS6 Min 0.9186 0.5167 16.692 -4.4967 0.6929 -0.0002

Base 1 18 DStlS7 Max 2.7696 1.5306 37.4445 -1.4511 2.4446 0

Base 1 18 DStlS7 Min 2.7241 1.4826 37.3947 -1.5274 2.3645 0

Base 1 18 DStlS8 Max 1.0698 0.5985 15.1255 -0.5298 0.9566 0

Base 1 18 DStlS8 Min 1.0243 0.5506 15.0758 -0.6061 0.8765 0

Base 1 18 DStlD1 1.4958 0.8208 21.5724 -0.8113 1.3094 0

Base 1 18 DStlD2 2.1486 1.1783 28.7907 -1.1647 1.8808 0

Base 2 20 Dead 2.2031 -0.3513 30.514 0.3473 1.9285 0

Base 2 20 Live 1.0191 -0.153 11.398 0.1512 0.8921 0

Base 2 20 SISMO 1 -2.3511 -0.0043 -1.7501 0.0042 -4.0704 0

Base 2 20 SISMO 2 0.0261 -2.6471 -1.4512 4.0592 0.0229 0

Base 2 20 SISMO 3 -2.3373 -0.0661 -1.7741 0.0989 -4.0472 0.0002

Base 2 20 SISMO 4 0.0082 -2.5664 -1.4198 3.9357 -0.0073 -0.0002

Base 2 20 SISMO 5 -2.3649 0.0575 -1.726 -0.0905 -4.0936 -0.0002

Base 2 20 SISMO 6 0.0441 -2.7277 -1.4825 4.1827 0.0531 0.0002

Base 2 20 LCase1 Max 0.0235 0.0265 0.0227 0.0406 0.0407 0

Base 2 20 Comb1 2.2031 -0.3513 30.514 0.3473 1.9285 0

Base 2 20 DStlS1 3.0843 -0.4919 42.7196 0.4862 2.6999 0

Base 2 20 DStlS2 4.2743 -0.6664 54.8536 0.6587 3.7417 0

Base 2 20 DStlS3 Max 4.1475 -0.5873 52.6978 4.8201 3.6452 0.0002

Base 2 20 DStlS3 Min 1.7386 -3.3725 52.3435 0.547 -0.5015 -0.0002

Base 2 20 DStlS4 Max 6.4683 2.0828 55.8917 0.7279 7.6856 0.0002

Base 2 20 DStlS4 Min 4.0593 -0.7024 55.5374 -3.5453 3.539 -0.0002

Base 2 20 DStlS5 Max 1.5862 -0.1884 19.94 4.4258 1.4031 0.0002

Base 2 20 DStlS5 Min -0.8227 -2.9736 19.5857 0.1526 -2.7436 -0.0002

Base 2 20 DStlS6 Max 3.907 2.4817 23.1339 0.3336 5.4435 0.0002

Base 2 20 DStlS6 Min 1.4981 -0.3035 22.7796 -3.9396 1.2969 -0.0002

Base 2 20 DStlS7 Max 4.1269 -0.6184 54.1404 0.678 3.6328 0

Base 2 20 DStlS7 Min 4.0799 -0.6713 54.0949 0.5968 3.5514 0

Base 2 20 DStlS8 Max 1.5657 -0.2195 21.3825 0.2837 1.3907 0

Base 2 20 DStlS8 Min 1.5186 -0.2724 21.337 0.2025 1.3093 0

Base 2 20 DStlD1 2.2031 -0.3513 30.514 0.3473 1.9285 0

Base 2 20 DStlD2 3.2222 -0.5043 41.912 0.4985 2.8207 0

Base 3 22 Dead 2.2031 0.3513 30.514 -0.3473 1.9285 0

Base 3 22 Live 1.0191 0.153 11.398 -0.1512 0.8921 0

Base 3 22 SISMO 1 -2.3511 0.0043 -1.7501 -0.0042 -4.0704 0

Base 3 22 SISMO 2 -0.0261 -2.6471 1.4512 4.0592 -0.0229 0

Base 3 22 SISMO 3 -2.3649 -0.0575 -1.726 0.0905 -4.0936 0.0002

Base 3 22 SISMO 4 -0.0082 -2.5664 1.4198 3.9357 0.0073 -0.0002

Base 3 22 SISMO 5 -2.3373 0.0661 -1.7741 -0.0989 -4.0472 -0.0002

Base 3 22 SISMO 6 -0.0441 -2.7277 1.4825 4.1827 -0.0531 0.0002

Base 3 22 LCase1 Max 0.0235 0.0265 0.0227 0.0406 0.0407 0

Base 3 22 Comb1 2.2031 0.3513 30.514 -0.3473 1.9285 0

Base 3 22 DStlS1 3.0843 0.4919 42.7196 -0.4862 2.6999 0

Base 3 22 DStlS2 4.2743 0.6664 54.8536 -0.6587 3.7417 0

Base 3 22 DStlS3 Max 4.0952 0.7109 55.6001 3.5453 3.5994 0.0002

Base 3 22 DStlS3 Min 1.7386 -2.0828 52.3435 -0.7363 -0.5015 -0.0002

Base 3 22 DStlS4 Max 6.4683 3.3725 55.8917 -0.5385 7.6856 0.0002

Base 3 22 DStlS4 Min 4.1116 0.5788 52.6351 -4.8201 3.5847 -0.0002


of 34

Story Joint

Label

Unique

Name

Load

Case/Com

bo

FX

kN

FY

kN

FZ

kN

MX

kN-m

MY

kN-m

MZ

kN-m

Base 3 22 DStlS5 Max 1.534 0.312 22.8423 3.9396 1.3573 0.0002

Base 3 22 DStlS5 Min -0.8227 -2.4817 19.5857 -0.342 -2.7436 -0.0002

Base 3 22 DStlS6 Max 3.907 2.9736 23.1339 -0.1442 5.4435 0.0002

Base 3 22 DStlS6 Min 1.5503 0.1799 19.8773 -4.4258 1.3426 -0.0002

Base 3 22 DStlS7 Max 4.1269 0.6713 54.1404 -0.5968 3.6328 0

Base 3 22 DStlS7 Min 4.0799 0.6184 54.0949 -0.678 3.5514 0

Base 3 22 DStlS8 Max 1.5657 0.2724 21.3825 -0.2025 1.3907 0

Base 3 22 DStlS8 Min 1.5186 0.2195 21.337 -0.2837 1.3093 0

Base 3 22 DStlD1 2.2031 0.3513 30.514 -0.3473 1.9285 0

Base 3 22 DStlD2 3.2222 0.5043 41.912 -0.4985 2.8207 0

Base 4 24 Dead 1.4958 -0.8208 21.5724 0.8113 1.3094 0

Base 4 24 Live 0.6528 -0.3575 7.2183 0.3534 0.5714 0

Base 4 24 SISMO 1 -2.2724 -0.0019 -1.616 0.0018 -4.0015 0

Base 4 24 SISMO 2 -0.0027 -2.3978 1.8912 3.8128 -0.0023 0

Base 4 24 SISMO 3 -2.3689 -0.0578 -1.6407 0.0908 -4.1712 0.0002

Base 4 24 SISMO 4 0.1232 -2.3248 1.9234 3.6969 0.219 -0.0002

Base 4 24 SISMO 5 -2.1759 0.0541 -1.5913 -0.0871 -3.8318 -0.0002

Base 4 24 SISMO 6 -0.1285 -2.4708 1.859 3.9288 -0.2236 0.0002

Base 4 24 LCase1 Max 0.0227 0.024 0.0249 0.0381 0.04 0

Base 4 24 Comb1 1.4958 -0.8208 21.5724 0.8113 1.3094 0

Base 4 24 DStlS1 2.0941 -1.1491 30.2013 1.1359 1.8331 0

Base 4 24 DStlS2 2.8394 -1.5569 37.4361 1.539 2.4856 0

Base 4 24 DStlS3 Max 2.87 -1.4525 39.343 5.4181 2.6236 0.0002

Base 4 24 DStlS3 Min 0.378 -3.9774 35.7789 1.4022 -1.7666 -0.0002

Base 4 24 DStlS4 Max 5.1157 0.9642 39.0604 1.5763 6.5758 0.0002

Base 4 24 DStlS4 Min 2.6237 -1.5607 35.4962 -2.4396 2.1856 -0.0002

Base 4 24 DStlS5 Max 1.1702 -0.5204 17.024 4.4967 1.1356 0.0002

Base 4 24 DStlS5 Min -1.3218 -3.0453 13.4599 0.4809 -3.2546 -0.0002

Base 4 24 DStlS6 Max 3.4159 1.8963 16.7414 0.655 5.0878 0.0002

Base 4 24 DStlS6 Min 0.9239 -0.6286 13.1773 -3.3609 0.6976 -0.0002

Base 4 24 DStlS7 Max 2.7696 -1.4826 37.4445 1.5274 2.4446 0

Base 4 24 DStlS7 Min 2.7241 -1.5306 37.3947 1.4511 2.3645 0

Base 4 24 DStlS8 Max 1.0698 -0.5506 15.1255 0.6061 0.9566 0

Base 4 24 DStlS8 Min 1.0243 -0.5985 15.0758 0.5298 0.8765 0

Base 4 24 DStlD1 1.4958 -0.8208 21.5724 0.8113 1.3094 0

Base 4 24 DStlD2 2.1486 -1.1783 28.7907 1.1647 1.8808 0

Base 5 26 Dead -0.199 1.472 42.2789 -1.455 -0.1742 0

Base 5 26 Live -0.0903 0.7029 16.7788 -0.6948 -0.0791 0

Base 5 26 SISMO 1 -2.7399 0.0053 0.5076 -0.0052 -4.4108 0

Base 5 26 SISMO 2 0.0032 -2.4516 -1.9981 3.866 0.0028 0

Base 5 26 SISMO 3 -2.6238 -0.0138 0.4712 0.0249 -4.2239 0.0002

Base 5 26 SISMO 4 -0.1483 -2.4267 -1.9507 3.8268 -0.241 -0.0002

Base 5 26 SISMO 5 -2.856 0.0244 0.5439 -0.0353 -4.5977 -0.0002

Base 5 26 SISMO 6 0.1547 -2.4766 -2.0455 3.9053 0.2466 0.0002

Base 5 26 LCase1 Max 0.0274 0.0245 0.0206 0.0387 0.0441 0

Base 5 26 Comb1 -0.199 1.472 42.2789 -1.455 -0.1742 0

Base 5 26 DStlS1 -0.2786 2.0608 59.1904 -2.0371 -0.2439 0

Base 5 26 DStlS2 -0.3833 2.891 77.5807 -2.8577 -0.3355 0

Base 5 26 DStlS3 Max -0.2142 2.788 76.5131 1.1735 -0.0763 0.0002

Base 5 26 DStlS3 Min -3.2249 0.2871 73.9237 -2.7671 -4.9206 -0.0002

Base 5 26 DStlS4 Max 2.4872 5.2402 78.0147 -2.6965 4.2747 0.0002

Base 5 26 DStlS4 Min -0.5236 2.7392 75.4253 -6.6371 -0.5695 -0.0002

Base 5 26 DStlS5 Max 0.0154 1.0548 30.1391 2.8868 0.1247 0.0002

Base 5 26 DStlS5 Min -2.9953 -1.4462 27.5497 -1.0538 -4.7196 -0.0002

Base 5 26 DStlS6 Max 2.7168 3.5069 31.6407 -0.9832 4.4757 0.0002


of 34

Story Joint

Label

Unique

Name

Load

Case/Com

bo

FX

kN

FY

kN

FZ

kN

MX

kN-m

MY

kN-m

MZ

kN-m

Base 5 26 DStlS6 Min -0.294 1.006 29.0513 -4.9238 -0.3685 -0.0002

Base 5 26 DStlS7 Max -0.3415 2.7882 75.9898 -2.6932 -0.2788 0

Base 5 26 DStlS7 Min -0.3963 2.7391 75.9486 -2.7705 -0.367 0

Base 5 26 DStlS8 Max -0.1119 1.0549 29.6158 -0.9799 -0.0778 0

Base 5 26 DStlS8 Min -0.1667 1.0059 29.5746 -1.0572 -0.166 0

Base 5 26 DStlD1 -0.199 1.472 42.2789 -1.455 -0.1742 0

Base 5 26 DStlD2 -0.2893 2.1748 59.0576 -2.1498 -0.2532 0

Base 6 28 Dead -0.2506 -0.6235 62.4115 0.6164 -0.2194 0

Base 6 28 Live -0.1162 -0.2984 26.7049 0.2949 -0.1017 0

Base 6 28 SISMO 1 -2.8024 -0.0022 0.558 0.0021 -4.4654 0

Base 6 28 SISMO 2 -0.0011 -2.6693 -1.349 4.0812 -0.001 0

Base 6 28 SISMO 3 -2.787 -0.0228 0.544 0.0337 -4.4409 0.0002

Base 6 28 SISMO 4 -0.0211 -2.6424 -1.3308 4.04 -0.033 -0.0002

Base 6 28 SISMO 5 -2.8177 0.0184 0.5719 -0.0294 -4.49 -0.0002

Base 6 28 SISMO 6 0.019 -2.6962 -1.3671 4.1224 0.0311 0.0002

Base 6 28 LCase1 Max 0.028 0.0267 0.0146 0.0408 0.0447 0

Base 6 28 Comb1 -0.2506 -0.6235 62.4115 0.6164 -0.2194 0

Base 6 28 DStlS1 -0.3508 -0.873 87.376 0.8629 -0.3071 0

Base 6 28 DStlS2 -0.4866 -1.2256 117.6216 1.2115 -0.4259 0

Base 6 28 DStlS3 Max -0.448 -1.1529 114.6528 5.2802 -0.3777 0.0002

Base 6 28 DStlS3 Min -3.2847 -3.8675 112.7138 1.1284 -4.8988 -0.0002

Base 6 28 DStlS4 Max 2.3507 1.5248 115.4481 1.1873 4.0812 0.0002

Base 6 28 DStlS4 Min -0.4859 -1.1897 113.5091 -2.9645 -0.4399 -0.0002

Base 6 28 DStlS5 Max -0.1565 -0.418 44.2599 4.5538 -0.1225 0.0002

Base 6 28 DStlS5 Min -2.9931 -3.1326 42.3209 0.402 -4.6435 -0.0002

Base 6 28 DStlS6 Max 2.6423 2.2597 45.0552 0.4609 4.3364 0.0002

Base 6 28 DStlS6 Min -0.1944 -0.4549 43.1161 -3.6909 -0.1846 -0.0002

Base 6 28 DStlS7 Max -0.4389 -1.1446 114.0955 1.1987 -0.3641 0

Base 6 28 DStlS7 Min -0.495 -1.198 114.0663 1.117 -0.4535 0

Base 6 28 DStlS8 Max -0.1474 -0.4098 43.7026 0.4723 -0.1089 0

Base 6 28 DStlS8 Min -0.2034 -0.4632 43.6734 0.3906 -0.1982 0

Base 6 28 DStlD1 -0.2506 -0.6235 62.4115 0.6164 -0.2194 0

Base 6 28 DStlD2 -0.3667 -0.9219 89.1164 0.9113 -0.321 0

Base 7 30 Dead -0.2506 0.6235 62.4115 -0.6164 -0.2194 0

Base 7 30 Live -0.1162 0.2984 26.7049 -0.2949 -0.1017 0

Base 7 30 SISMO 1 -2.8024 0.0022 0.558 -0.0021 -4.4654 0

Base 7 30 SISMO 2 0.0011 -2.6693 1.349 4.0812 0.001 0

Base 7 30 SISMO 3 -2.8177 -0.0184 0.5719 0.0294 -4.49 0.0002

Base 7 30 SISMO 4 0.0211 -2.6424 1.3308 4.04 0.033 -0.0002

Base 7 30 SISMO 5 -2.787 0.0228 0.544 -0.0337 -4.4409 -0.0002

Base 7 30 SISMO 6 -0.019 -2.6962 1.3671 4.1224 -0.0311 0.0002

Base 7 30 LCase1 Max 0.028 0.0267 0.0146 0.0408 0.0447 0

Base 7 30 Comb1 -0.2506 0.6235 62.4115 -0.6164 -0.2194 0

Base 7 30 DStlS1 -0.3508 0.873 87.376 -0.8629 -0.3071 0

Base 7 30 DStlS2 -0.4866 1.2256 117.6216 -1.2115 -0.4259 0

Base 7 30 DStlS3 Max -0.4459 1.1941 115.4481 2.9645 -0.3758 0.0002

Base 7 30 DStlS3 Min -3.2847 -1.5248 114.625 -1.1915 -4.8988 -0.0002

Base 7 30 DStlS4 Max 2.3507 3.8675 113.5369 -1.1241 4.0812 0.0002

Base 7 30 DStlS4 Min -0.4881 1.1485 112.7138 -5.2802 -0.4418 -0.0002

Base 7 30 DStlS5 Max -0.1543 0.4593 45.0552 3.6909 -0.1205 0.0002

Base 7 30 DStlS5 Min -2.9931 -2.2597 44.2321 -0.4652 -4.6435 -0.0002

Base 7 30 DStlS6 Max 2.6423 3.1326 43.144 -0.3977 4.3364 0.0002

Base 7 30 DStlS6 Min -0.1965 0.4137 42.3209 -4.5538 -0.1865 -0.0002

Base 7 30 DStlS7 Max -0.4389 1.198 114.0955 -1.117 -0.3641 0

Base 7 30 DStlS7 Min -0.495 1.1446 114.0663 -1.1987 -0.4535 0


of 34

Story Joint

Label

Unique

Name

Load

Case/Com

bo

FX

kN

FY

kN

FZ

kN

MX

kN-m

MY

kN-m

MZ

kN-m

Base 7 30 DStlS8 Max -0.1474 0.4632 43.7026 -0.3906 -0.1089 0

Base 7 30 DStlS8 Min -0.2034 0.4098 43.6734 -0.4723 -0.1982 0

Base 7 30 DStlD1 -0.2506 0.6235 62.4115 -0.6164 -0.2194 0

Base 7 30 DStlD2 -0.3667 0.9219 89.1164 -0.9113 -0.321 0

Base 8 32 Dead -0.199 -1.472 42.2789 1.455 -0.1742 0

Base 8 32 Live -0.0903 -0.7029 16.7788 0.6948 -0.0791 0

Base 8 32 SISMO 1 -2.7399 -0.0053 0.5076 0.0052 -4.4108 0

Base 8 32 SISMO 2 -0.0032 -2.4516 1.9981 3.866 -0.0028 0

Base 8 32 SISMO 3 -2.856 -0.0244 0.5439 0.0353 -4.5977 0.0002

Base 8 32 SISMO 4 0.1483 -2.4267 1.9507 3.8268 0.241 -0.0002

Base 8 32 SISMO 5 -2.6238 0.0138 0.4712 -0.0249 -4.2239 -0.0002

Base 8 32 SISMO 6 -0.1547 -2.4766 2.0455 3.9053 -0.2466 0.0002

Base 8 32 LCase1 Max 0.0274 0.0245 0.0206 0.0387 0.0441 0

Base 8 32 Comb1 -0.199 -1.472 42.2789 1.455 -0.1742 0

Base 8 32 DStlS1 -0.2786 -2.0608 59.1904 2.0371 -0.2439 0

Base 8 32 DStlS2 -0.3833 -2.891 77.5807 2.8577 -0.3355 0

Base 8 32 DStlS3 Max -0.2206 -2.7498 78.0147 6.6371 -0.082 0.0002

Base 8 32 DStlS3 Min -3.2249 -5.2402 76.4404 2.707 -4.9206 -0.0002

Base 8 32 DStlS4 Max 2.4872 -0.2871 75.498 2.7567 4.2747 0.0002

Base 8 32 DStlS4 Min -0.5171 -2.7775 73.9237 -1.1735 -0.5639 -0.0002

Base 8 32 DStlS5 Max 0.009 -1.0166 31.6407 4.9238 0.119 0.0002

Base 8 32 DStlS5 Min -2.9953 -3.5069 30.0664 0.9937 -4.7196 -0.0002

Base 8 32 DStlS6 Max 2.7168 1.4462 29.124 1.0434 4.4757 0.0002

Base 8 32 DStlS6 Min -0.2875 -1.0442 27.5497 -2.8868 -0.3629 -0.0002

Base 8 32 DStlS7 Max -0.3415 -2.7391 75.9898 2.7705 -0.2788 0

Base 8 32 DStlS7 Min -0.3963 -2.7882 75.9486 2.6932 -0.367 0

Base 8 32 DStlS8 Max -0.1119 -1.0059 29.6158 1.0572 -0.0778 0

Base 8 32 DStlS8 Min -0.1667 -1.0549 29.5746 0.9799 -0.166 0

Base 8 32 DStlD1 -0.199 -1.472 42.2789 1.455 -0.1742 0

Base 8 32 DStlD2 -0.2893 -2.1748 59.0576 2.1498 -0.2532 0

Base 9 34 Dead 0.199 1.472 42.2789 -1.455 0.1742 0

Base 9 34 Live 0.0903 0.7029 16.7788 -0.6948 0.0791 0

Base 9 34 SISMO 1 -2.7399 -0.0053 -0.5076 0.0052 -4.4108 0

Base 9 34 SISMO 2 -0.0032 -2.4516 -1.9981 3.866 -0.0028 0

Base 9 34 SISMO 3 -2.6238 0.0138 -0.4712 -0.0249 -4.2239 0.0002

Base 9 34 SISMO 4 -0.1547 -2.4766 -2.0455 3.9053 -0.2466 -0.0002

Base 9 34 SISMO 5 -2.856 -0.0244 -0.5439 0.0353 -4.5977 -0.0002

Base 9 34 SISMO 6 0.1483 -2.4267 -1.9507 3.8268 0.241 0.0002

Base 9 34 LCase1 Max 0.0274 0.0245 0.0206 0.0387 0.0441 0

Base 9 34 Comb1 0.199 1.472 42.2789 -1.455 0.1742 0

Base 9 34 DStlS1 0.2786 2.0608 59.1904 -2.0371 0.2439 0

Base 9 34 DStlS2 0.3833 2.891 77.5807 -2.8577 0.3355 0

Base 9 34 DStlS3 Max 0.5171 2.7775 75.498 1.1735 0.5639 0.0002

Base 9 34 DStlS3 Min -2.4872 0.2871 73.9237 -2.7567 -4.2747 -0.0002

Base 9 34 DStlS4 Max 3.2249 5.2402 78.0147 -2.707 4.9206 0.0002

Base 9 34 DStlS4 Min 0.2206 2.7498 76.4404 -6.6371 0.082 -0.0002

Base 9 34 DStlS5 Max 0.2875 1.0442 29.124 2.8868 0.3629 0.0002

Base 9 34 DStlS5 Min -2.7168 -1.4462 27.5497 -1.0434 -4.4757 -0.0002

Base 9 34 DStlS6 Max 2.9953 3.5069 31.6407 -0.9937 4.7196 0.0002

Base 9 34 DStlS6 Min -0.009 1.0166 30.0664 -4.9238 -0.119 -0.0002

Base 9 34 DStlS7 Max 0.3963 2.7882 75.9898 -2.6932 0.367 0

Base 9 34 DStlS7 Min 0.3415 2.7391 75.9486 -2.7705 0.2788 0

Base 9 34 DStlS8 Max 0.1667 1.0549 29.6158 -0.9799 0.166 0

Base 9 34 DStlS8 Min 0.1119 1.0059 29.5746 -1.0572 0.0778 0

Base 9 34 DStlD1 0.199 1.472 42.2789 -1.455 0.1742 0


of 34

Story Joint

Label

Unique

Name

Load

Case/Com

bo

FX

kN

FY

kN

FZ

kN

MX

kN-m

MY

kN-m

MZ

kN-m

Base 9 34 DStlD2 0.2893 2.1748 59.0576 -2.1498 0.2532 0

Base 10 36 Dead 0.2506 -0.6235 62.4115 0.6164 0.2194 0

Base 10 36 Live 0.1162 -0.2984 26.7049 0.2949 0.1017 0

Base 10 36 SISMO 1 -2.8024 0.0022 -0.558 -0.0021 -4.4654 0

Base 10 36 SISMO 2 0.0011 -2.6693 -1.349 4.0812 0.001 0

Base 10 36 SISMO 3 -2.787 0.0228 -0.544 -0.0337 -4.4409 0.0002

Base 10 36 SISMO 4 -0.019 -2.6962 -1.3671 4.1224 -0.0311 -0.0002

Base 10 36 SISMO 5 -2.8177 -0.0184 -0.5719 0.0294 -4.49 -0.0002

Base 10 36 SISMO 6 0.0211 -2.6424 -1.3308 4.04 0.033 0.0002

Base 10 36 LCase1 Max 0.028 0.0267 0.0146 0.0408 0.0447 0

Base 10 36 Comb1 0.2506 -0.6235 62.4115 0.6164 0.2194 0

Base 10 36 DStlS1 0.3508 -0.873 87.376 0.8629 0.3071 0

Base 10 36 DStlS2 0.4866 -1.2256 117.6216 1.2115 0.4259 0

Base 10 36 DStlS3 Max 0.4881 -1.1485 113.5369 5.2802 0.4418 0.0002

Base 10 36 DStlS3 Min -2.3507 -3.8675 112.7138 1.1241 -4.0812 -0.0002

Base 10 36 DStlS4 Max 3.2847 1.5248 115.4481 1.1915 4.8988 0.0002

Base 10 36 DStlS4 Min 0.4459 -1.1941 114.625 -2.9645 0.3758 -0.0002

Base 10 36 DStlS5 Max 0.1965 -0.4137 43.144 4.5538 0.1865 0.0002

Base 10 36 DStlS5 Min -2.6423 -3.1326 42.3209 0.3977 -4.3364 -0.0002

Base 10 36 DStlS6 Max 2.9931 2.2597 45.0552 0.4652 4.6435 0.0002

Base 10 36 DStlS6 Min 0.1543 -0.4593 44.2321 -3.6909 0.1205 -0.0002

Base 10 36 DStlS7 Max 0.495 -1.1446 114.0955 1.1987 0.4535 0

Base 10 36 DStlS7 Min 0.4389 -1.198 114.0663 1.117 0.3641 0

Base 10 36 DStlS8 Max 0.2034 -0.4098 43.7026 0.4723 0.1982 0

Base 10 36 DStlS8 Min 0.1474 -0.4632 43.6734 0.3906 0.1089 0

Base 10 36 DStlD1 0.2506 -0.6235 62.4115 0.6164 0.2194 0

Base 10 36 DStlD2 0.3667 -0.9219 89.1164 0.9113 0.321 0

Base 11 38 Dead 0.2506 0.6235 62.4115 -0.6164 0.2194 0

Base 11 38 Live 0.1162 0.2984 26.7049 -0.2949 0.1017 0

Base 11 38 SISMO 1 -2.8024 -0.0022 -0.558 0.0021 -4.4654 0

Base 11 38 SISMO 2 -0.0011 -2.6693 1.349 4.0812 -0.001 0

Base 11 38 SISMO 3 -2.8177 0.0184 -0.5719 -0.0294 -4.49 0.0002

Base 11 38 SISMO 4 0.019 -2.6962 1.3671 4.1224 0.0311 -0.0002

Base 11 38 SISMO 5 -2.787 -0.0228 -0.544 0.0337 -4.4409 -0.0002

Base 11 38 SISMO 6 -0.0211 -2.6424 1.3308 4.04 -0.033 0.0002

Base 11 38 LCase1 Max 0.028 0.0267 0.0146 0.0408 0.0447 0

Base 11 38 Comb1 0.2506 0.6235 62.4115 -0.6164 0.2194 0

Base 11 38 DStlS1 0.3508 0.873 87.376 -0.8629 0.3071 0

Base 11 38 DStlS2 0.4866 1.2256 117.6216 -1.2115 0.4259 0

Base 11 38 DStlS3 Max 0.4859 1.1897 115.4481 2.9645 0.4399 0.0002

Base 11 38 DStlS3 Min -2.3507 -1.5248 113.509 -1.1873 -4.0812 -0.0002

Base 11 38 DStlS4 Max 3.2847 3.8675 114.6528 -1.1284 4.8988 0.0002

Base 11 38 DStlS4 Min 0.448 1.1529 112.7138 -5.2802 0.3777 -0.0002

Base 11 38 DStlS5 Max 0.1944 0.4549 45.0552 3.6909 0.1846 0.0002

Base 11 38 DStlS5 Min -2.6423 -2.2597 43.1161 -0.4609 -4.3364 -0.0002

Base 11 38 DStlS6 Max 2.9931 3.1326 44.2599 -0.402 4.6435 0.0002

Base 11 38 DStlS6 Min 0.1565 0.418 42.3209 -4.5538 0.1225 -0.0002

Base 11 38 DStlS7 Max 0.495 1.198 114.0955 -1.117 0.4535 0

Base 11 38 DStlS7 Min 0.4389 1.1446 114.0663 -1.1987 0.3641 0

Base 11 38 DStlS8 Max 0.2034 0.4632 43.7026 -0.3906 0.1982 0

Base 11 38 DStlS8 Min 0.1474 0.4098 43.6734 -0.4723 0.1089 0

Base 11 38 DStlD1 0.2506 0.6235 62.4115 -0.6164 0.2194 0

Base 11 38 DStlD2 0.3667 0.9219 89.1164 -0.9113 0.321 0

Base 12 40 Dead 0.199 -1.472 42.2789 1.455 0.1742 0

Base 12 40 Live 0.0903 -0.7029 16.7788 0.6948 0.0791 0


of 34

Story Joint

Label

Unique

Name

Load

Case/Com

bo

FX

kN

FY

kN

FZ

kN

MX

kN-m

MY

kN-m

MZ

kN-m

Base 12 40 SISMO 1 -2.7399 0.0053 -0.5076 -0.0052 -4.4108 0

Base 12 40 SISMO 2 0.0032 -2.4516 1.9981 3.866 0.0028 0

Base 12 40 SISMO 3 -2.856 0.0244 -0.5439 -0.0353 -4.5977 0.0002

Base 12 40 SISMO 4 0.1547 -2.4766 2.0455 3.9053 0.2466 -0.0002

Base 12 40 SISMO 5 -2.6238 -0.0138 -0.4712 0.0249 -4.2239 -0.0002

Base 12 40 SISMO 6 -0.1483 -2.4267 1.9507 3.8268 -0.241 0.0002

Base 12 40 LCase1 Max 0.0274 0.0245 0.0206 0.0387 0.0441 0

Base 12 40 Comb1 0.199 -1.472 42.2789 1.455 0.1742 0

Base 12 40 DStlS1 0.2786 -2.0608 59.1904 2.0371 0.2439 0

Base 12 40 DStlS2 0.3833 -2.891 77.5807 2.8577 0.3355 0

Base 12 40 DStlS3 Max 0.5236 -2.7392 78.0147 6.6371 0.5695 0.0002

Base 12 40 DStlS3 Min -2.4872 -5.2402 75.4253 2.6965 -4.2747 -0.0002

Base 12 40 DStlS4 Max 3.2249 -0.2871 76.5131 2.7671 4.9206 0.0002

Base 12 40 DStlS4 Min 0.2142 -2.788 73.9237 -1.1735 0.0763 -0.0002

Base 12 40 DStlS5 Max 0.294 -1.006 31.6407 4.9238 0.3685 0.0002

Base 12 40 DStlS5 Min -2.7168 -3.5069 29.0513 0.9832 -4.4757 -0.0002

Base 12 40 DStlS6 Max 2.9953 1.4462 30.1391 1.0538 4.7196 0.0002

Base 12 40 DStlS6 Min -0.0154 -1.0548 27.5497 -2.8868 -0.1247 -0.0002

Base 12 40 DStlS7 Max 0.3963 -2.7391 75.9898 2.7705 0.367 0

Base 12 40 DStlS7 Min 0.3415 -2.7882 75.9486 2.6932 0.2788 0

Base 12 40 DStlS8 Max 0.1667 -1.0059 29.6158 1.0572 0.166 0

Base 12 40 DStlS8 Min 0.1119 -1.0549 29.5746 0.9799 0.0778 0

Base 12 40 DStlD1 0.199 -1.472 42.2789 1.455 0.1742 0

Base 12 40 DStlD2 0.2893 -2.1748 59.0576 2.1498 0.2532 0

Base 13 42 Dead -1.4958 0.8208 21.5724 -0.8113 -1.3094 0

Base 13 42 Live -0.6528 0.3575 7.2183 -0.3534 -0.5714 0

Base 13 42 SISMO 1 -2.2724 -0.0019 1.616 0.0018 -4.0015 0

Base 13 42 SISMO 2 -0.0027 -2.3978 -1.8912 3.8128 -0.0023 0

Base 13 42 SISMO 3 -2.1759 0.0541 1.5913 -0.0871 -3.8318 0.0002

Base 13 42 SISMO 4 -0.1285 -2.4708 -1.859 3.9288 -0.2236 -0.0002

Base 13 42 SISMO 5 -2.3689 -0.0578 1.6407 0.0908 -4.1712 -0.0002

Base 13 42 SISMO 6 0.1232 -2.3248 -1.9234 3.6969 0.219 0.0002

Base 13 42 LCase1 Max 0.0227 0.024 0.0249 0.0381 0.04 0

Base 13 42 Comb1 -1.4958 0.8208 21.5724 -0.8113 -1.3094 0

Base 13 42 DStlS1 -2.0941 1.1491 30.2013 -1.1359 -1.8331 0

Base 13 42 DStlS2 -2.8394 1.5569 37.4361 -1.539 -2.4856 0

Base 13 42 DStlS3 Max -2.6237 1.5607 39.0604 2.4396 -2.1856 0.0002

Base 13 42 DStlS3 Min -5.1157 -0.9642 35.4962 -1.5763 -6.5758 -0.0002

Base 13 42 DStlS4 Max -0.378 3.9774 39.343 -1.4022 1.7666 0.0002

Base 13 42 DStlS4 Min -2.87 1.4525 35.7789 -5.4181 -2.6236 -0.0002

Base 13 42 DStlS5 Max -0.9239 0.6286 16.7414 3.3609 -0.6976 0.0002

Base 13 42 DStlS5 Min -3.4159 -1.8963 13.1773 -0.655 -5.0878 -0.0002

Base 13 42 DStlS6 Max 1.3218 3.0453 17.024 -0.4809 3.2546 0.0002

Base 13 42 DStlS6 Min -1.1702 0.5204 13.4599 -4.4967 -1.1356 -0.0002

Base 13 42 DStlS7 Max -2.7241 1.5306 37.4445 -1.4511 -2.3645 0

Base 13 42 DStlS7 Min -2.7696 1.4826 37.3947 -1.5274 -2.4446 0

Base 13 42 DStlS8 Max -1.0243 0.5985 15.1255 -0.5298 -0.8765 0

Base 13 42 DStlS8 Min -1.0698 0.5506 15.0758 -0.6061 -0.9566 0

Base 13 42 DStlD1 -1.4958 0.8208 21.5724 -0.8113 -1.3094 0

Base 13 42 DStlD2 -2.1486 1.1783 28.7907 -1.1647 -1.8808 0

Base 14 44 Dead -2.2031 -0.3513 30.514 0.3473 -1.9285 0

Base 14 44 Live -1.0191 -0.153 11.398 0.1512 -0.8921 0

Base 14 44 SISMO 1 -2.3511 0.0043 1.7501 -0.0042 -4.0704 0

Base 14 44 SISMO 2 -0.0261 -2.6471 -1.4512 4.0592 -0.0229 0

Base 14 44 SISMO 3 -2.3373 0.0661 1.7741 -0.0989 -4.0472 0.0002


of 34

Story Joint

Label

Unique

Name

Load

Case/Com

bo

FX

kN

FY

kN

FZ

kN

MX

kN-m

MY

kN-m

MZ

kN-m

Base 14 44 SISMO 4 -0.0441 -2.7277 -1.4825 4.1827 -0.0531 -0.0002

Base 14 44 SISMO 5 -2.3649 -0.0575 1.726 0.0905 -4.0936 -0.0002

Base 14 44 SISMO 6 -0.0082 -2.5664 -1.4198 3.9357 0.0073 0.0002

Base 14 44 LCase1 Max 0.0235 0.0265 0.0227 0.0406 0.0407 0

Base 14 44 Comb1 -2.2031 -0.3513 30.514 0.3473 -1.9285 0

Base 14 44 DStlS1 -3.0843 -0.4919 42.7196 0.4862 -2.6999 0

Base 14 44 DStlS2 -4.2743 -0.6664 54.8536 0.6587 -3.7417 0

Base 14 44 DStlS3 Max -4.1116 -0.5788 55.8917 4.8201 -3.5847 0.0002

Base 14 44 DStlS3 Min -6.4683 -3.3725 52.6351 0.5385 -7.6856 -0.0002

Base 14 44 DStlS4 Max -1.7386 2.0828 55.6001 0.7363 0.5015 0.0002

Base 14 44 DStlS4 Min -4.0952 -0.7109 52.3435 -3.5453 -3.5994 -0.0002

Base 14 44 DStlS5 Max -1.5503 -0.1799 23.1339 4.4258 -1.3426 0.0002

Base 14 44 DStlS5 Min -3.907 -2.9736 19.8773 0.1442 -5.4435 -0.0002

Base 14 44 DStlS6 Max 0.8227 2.4817 22.8423 0.342 2.7436 0.0002

Base 14 44 DStlS6 Min -1.534 -0.312 19.5857 -3.9396 -1.3573 -0.0002

Base 14 44 DStlS7 Max -4.0799 -0.6184 54.1404 0.678 -3.5514 0

Base 14 44 DStlS7 Min -4.1269 -0.6713 54.0949 0.5968 -3.6328 0

Base 14 44 DStlS8 Max -1.5186 -0.2195 21.3825 0.2837 -1.3093 0

Base 14 44 DStlS8 Min -1.5657 -0.2724 21.337 0.2025 -1.3907 0

Base 14 44 DStlD1 -2.2031 -0.3513 30.514 0.3473 -1.9285 0

Base 14 44 DStlD2 -3.2222 -0.5043 41.912 0.4985 -2.8207 0

Base 15 46 Dead -2.2031 0.3513 30.514 -0.3473 -1.9285 0

Base 15 46 Live -1.0191 0.153 11.398 -0.1512 -0.8921 0

Base 15 46 SISMO 1 -2.3511 -0.0043 1.7501 0.0042 -4.0704 0

Base 15 46 SISMO 2 0.0261 -2.6471 1.4512 4.0592 0.0229 0

Base 15 46 SISMO 3 -2.3649 0.0575 1.726 -0.0905 -4.0936 0.0002

Base 15 46 SISMO 4 0.0441 -2.7277 1.4825 4.1827 0.0531 -0.0002

Base 15 46 SISMO 5 -2.3373 -0.0661 1.7741 0.0989 -4.0472 -0.0002

Base 15 46 SISMO 6 0.0082 -2.5664 1.4198 3.9357 -0.0073 0.0002

Base 15 46 LCase1 Max 0.0235 0.0265 0.0227 0.0406 0.0407 0

Base 15 46 Comb1 -2.2031 0.3513 30.514 -0.3473 -1.9285 0

Base 15 46 DStlS1 -3.0843 0.4919 42.7196 -0.4862 -2.6999 0

Base 15 46 DStlS2 -4.2743 0.6664 54.8536 -0.6587 -3.7417 0

Base 15 46 DStlS3 Max -4.0593 0.7024 55.8917 3.5453 -3.539 0.0002

Base 15 46 DStlS3 Min -6.4683 -2.0828 55.5374 -0.7279 -7.6856 -0.0002

Base 15 46 DStlS4 Max -1.7386 3.3725 52.6978 -0.547 0.5015 0.0002

Base 15 46 DStlS4 Min -4.1475 0.5873 52.3435 -4.8201 -3.6452 -0.0002

Base 15 46 DStlS5 Max -1.4981 0.3035 23.1339 3.9396 -1.2969 0.0002

Base 15 46 DStlS5 Min -3.907 -2.4817 22.7796 -0.3336 -5.4435 -0.0002

Base 15 46 DStlS6 Max 0.8227 2.9736 19.94 -0.1526 2.7436 0.0002

Base 15 46 DStlS6 Min -1.5862 0.1884 19.5857 -4.4258 -1.4031 -0.0002

Base 15 46 DStlS7 Max -4.0799 0.6713 54.1404 -0.5968 -3.5514 0

Base 15 46 DStlS7 Min -4.1269 0.6184 54.0949 -0.678 -3.6328 0

Base 15 46 DStlS8 Max -1.5186 0.2724 21.3825 -0.2025 -1.3093 0

Base 15 46 DStlS8 Min -1.5657 0.2195 21.337 -0.2837 -1.3907 0

Base 15 46 DStlD1 -2.2031 0.3513 30.514 -0.3473 -1.9285 0

Base 15 46 DStlD2 -3.2222 0.5043 41.912 -0.4985 -2.8207 0

Base 16 48 Dead -1.4958 -0.8208 21.5724 0.8113 -1.3094 0

Base 16 48 Live -0.6528 -0.3575 7.2183 0.3534 -0.5714 0

Base 16 48 SISMO 1 -2.2724 0.0019 1.616 -0.0018 -4.0015 0

Base 16 48 SISMO 2 0.0027 -2.3978 1.8912 3.8128 0.0023 0

Base 16 48 SISMO 3 -2.3689 0.0578 1.6407 -0.0908 -4.1712 0.0002

Base 16 48 SISMO 4 0.1285 -2.4708 1.859 3.9288 0.2236 -0.0002

Base 16 48 SISMO 5 -2.1759 -0.0541 1.5913 0.0871 -3.8318 -0.0002

Base 16 48 SISMO 6 -0.1232 -2.3248 1.9234 3.6969 -0.219 0.0002


of 34

Story Joint

Label

Unique

Name

Load

Case/Com

bo

FX

kN

FY

kN

FZ

kN

MX

kN-m

MY

kN-m

MZ

kN-m

Base 16 48 LCase1 Max 0.0227 0.024 0.0249 0.0381 0.04 0

Base 16 48 Comb1 -1.4958 -0.8208 21.5724 0.8113 -1.3094 0

Base 16 48 DStlS1 -2.0941 -1.1491 30.2013 1.1359 -1.8331 0

Base 16 48 DStlS2 -2.8394 -1.5569 37.4361 1.539 -2.4856 0

Base 16 48 DStlS3 Max -2.6184 -1.4487 39.343 5.4181 -2.1809 0.0002

Base 16 48 DStlS3 Min -5.1157 -3.9774 39.011 1.3985 -6.5758 -0.0002

Base 16 48 DStlS4 Max -0.378 0.9642 35.8283 1.58 1.7666 0.0002

Base 16 48 DStlS4 Min -2.8753 -1.5644 35.4962 -2.4396 -2.6282 -0.0002

Base 16 48 DStlS5 Max -0.9186 -0.5167 17.024 4.4967 -0.6929 0.0002

Base 16 48 DStlS5 Min -3.4159 -3.0453 16.692 0.4772 -5.0878 -0.0002

Base 16 48 DStlS6 Max 1.3218 1.8963 13.5093 0.6587 3.2546 0.0002

Base 16 48 DStlS6 Min -1.1755 -0.6324 13.1773 -3.3609 -1.1402 -0.0002

Base 16 48 DStlS7 Max -2.7241 -1.4826 37.4445 1.5274 -2.3645 0

Base 16 48 DStlS7 Min -2.7696 -1.5306 37.3947 1.4511 -2.4446 0

Base 16 48 DStlS8 Max -1.0243 -0.5506 15.1255 0.6061 -0.8765 0

Base 16 48 DStlS8 Min -1.0698 -0.5985 15.0758 0.5298 -0.9566 0

Base 16 48 DStlD1 -1.4958 -0.8208 21.5724 0.8113 -1.3094 0

Base 16 48 DStlD2 -2.1486 -1.1783 28.7907 1.1647 -1.8808 0

5.4 Modal Results

Table 5.8 - Modal Periods and Frequencies

Case Mode Period

sec

Frequenc

y

cyc/sec

Circular

Frequenc

y

rad/sec

Eigenvalu

e

rad²/sec²

Modal 1 0.121 8.298 52.1362 2718.1873

Modal 2 0.084 11.87 74.579 5562.033

Modal 3 0.078 12.778 80.2879 6446.146

Modal 4 0.003 302.774 1902.3855 3619071

Modal 5 0.003 323.296 2031.3297 4126301

Modal 6 0.003 326.072 2048.7689 4197454

Modal 7 0.003 331.291 2081.5618 4332900

Modal 8 0.003 348.714 2191.0348 4800633

Modal 9 0.003 359.264 2257.3206 5095496

Modal 10 0.003 369.282 2320.2647 5383628

Modal 11 0.003 394.748 2480.2761 6151770

Modal 12 0.002 401.099 2520.1808 6351311

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

Case Mode Period

sec UX UY UZ Sum UX Sum UY Sum UZ

Modal 1 0.121 0 1 0 0 1 0

Modal 2 0.084 0 0 0 0 1 0

Modal 3 0.078 1 0 0 1 1 0

Modal 4 0.003 0 0 0 1 1 0

Modal 5 0.003 0 0 0 1 1 0

Modal 6 0.003 0 0 0 1 1 0

Modal 7 0.003 0 0 0 1 1 0

Modal 8 0.003 0 0 0 1 1 0

Modal 9 0.003 0 0 0 1 1 0

Modal 10 0.003 0 0 0 1 1 0

Modal 11 0.003 0 0 0 1 1 0

Modal 12 0.002 0 0 0 1 1 0


of 34

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

Case Mode RX RY RZ Sum RX Sum RY Sum RZ

Modal 1 1 0 0 1 0 0

Modal 2 0 0 1 1 0 1

Modal 3 0 1 0 1 1 1

Modal 4 0 0 0 1 1 1

Modal 5 0 0 0 1 1 1

Modal 6 0 0 0 1 1 1

Modal 7 0 0 0 1 1 1

Modal 8 0 0 0 1 1 1

Modal 9 0 0 0 1 1 1

Modal 10 0 0 0 1 1 1

Modal 11 0 0 0 1 1 1

Modal 12 0 0 0 1 1 1

Table 5.10 - Modal Load Participation Ratios

Case Item Type Item Static

%

Dynamic

%

Modal Acceleration UX 100 100

Modal Acceleration UY 100 100

Modal Acceleration UZ 0 0

Table 5.11 - Modal Direction Factors

Case Mode Period

sec UX UY UZ RZ

Modal 1 0.121 0 1 0 0

Modal 2 0.084 0 0 0 1

Modal 3 0.078 1 0 0 0

Modal 4 0.003 0 0 0 1

Modal 5 0.003 0 0 0 1

Modal 6 0.003 0 1 0 0

Modal 7 0.003 0 1 0 0

Modal 8 0.003 1 0 0 0

Modal 9 0.003 0 0 0 1

Modal 10 0.003 0 0 0 1

Modal 11 0.003 0 0 0 1

Modal 12 0.002 0 0 0 1

Design Data 22/04/2016

of 34

6 Design Data

This chapter provides design data and results.

6.1 Steel Frame Design

Table 6.1 - Steel Frame Preferences - AISC 360-10

Item Value

Multi-Response

Design

Step-by-

Step - All

Frame Type SMF

Seismic Design Grade D

Importance Factor 1

Design System Rho 1

Design System Sds 1

Design System R 8

Design System

Omega0 3

Design System Cd 5.5

Design Provision LRFD

Analysis Method Direct

Analysis

Second Order Method General 2nd

Order

Stiffness Reduction

Method Tau-b Fixed

Phi (Bending) 0.9

Phi (Compression) 0.9

Phi (Tension-Yielding) 0.9

Phi (Tension-

Fracture) 0.75

Phi (Shear) 0.9

Phi (Shear-Short

Webbed Rolled I) 1

Phi (Torsion) 0.9

Ignore Seismic Code? No

Ignore Special

Seismic Load? No

Doubler Plate Plug-

Welded? Yes

HSS Welding Type ERW

Reduced HSS

Thickness No

Consider Deflection? Yes

DL Ratio 120

SDL+LL Ratio 120

LL Ratio 360

Total Ratio 240

Total Camber Limit 240

Pattern Live Load

Factor 0.75

D/C Ratio Limit 0.95

Table 6.2 - Steel Frame Overwrites - AISC 360-10 (Part 1 of 5)

Story Label Unique

Name

Design

Type

Design

Section Frame Type Omega0

Check

Deflectio

n?

Deflectio

n Type DL Ratio

SDL+LL

Ratio LL Ratio

Story1 C1 25 Column Program

Determined

Special Moment

Frame, SMF 3 Yes Ratio 120 120 360


Determined

Special Moment



Determined

Special Moment


Story1 C4 28 Column Program Special Moment 3 Yes Ratio 120 120 360


of 34

Story Label Unique

Name

Design

Type

Design


Check

Deflectio

n?

Deflectio

n Type DL Ratio

SDL+LL

Ratio LL Ratio

Determined Frame, SMF


Determined

Special Moment



Determined

Special Moment



Determined

Special Moment



Determined

Special Moment



Determined

Special Moment



Determined

Special Moment



Determined

Special Moment



Determined

Special Moment



Determined

Special Moment



Determined

Special Moment



Determined

Special Moment



Determined

Special Moment


Story1 B1 41 Beam Program

Determined

Special Moment



Determined

Special Moment



Determined

Special Moment



Determined

Special Moment



Determined

Special Moment



Determined

Special Moment



Determined

Special Moment



Determined

Special Moment



Determined

Special Moment



Determined

Special Moment



Determined

Special Moment



Determined

Special Moment



Determined

Special Moment



Determined

Special Moment



Determined

Special Moment



Determined

Special Moment



Determined

Special Moment



Determined

Special Moment



Determined

Special Moment



Determined

Special Moment



Determined

Special Moment


Story1 B22 62 Beam Program Special Moment 3 Yes Ratio 120 120 360


of 34

Story Label Unique

Name

Design

Type

Design


Check

Deflectio

n?

Deflectio

n Type DL Ratio

SDL+LL

Ratio LL Ratio

Determined Frame, SMF


Determined

Special Moment



Determined

Special Moment



Story Label Unique

Name

Total

Ratio

Camber

Ratio

DL

Absolute

mm

SDL+LL

Absolute

mm

LL

Absolute

mm

Total

Absolute

mm

Camber

Absolute

mm

Camber

mm

Net Area

Ratio LLRF

Story1 C1 25 240 240 0 1 1

Story1 C2 26 240 240 0 1 1

Story1 C3 27 240 240 0 1 1

Story1 C4 28 240 240 0 1 1

Story1 C5 29 240 240 0 1 1

Story1 C6 30 240 240 0 1 1

Story1 C7 31 240 240 0 1 1

Story1 C8 32 240 240 0 1 1

Story1 C9 33 240 240 0 1 1

Story1 C10 34 240 240 0 1 1

Story1 C11 35 240 240 0 1 1

Story1 C12 36 240 240 0 1 1

Story1 C13 37 240 240 0 1 1

Story1 C14 38 240 240 0 1 1

Story1 C15 39 240 240 0 1 1

Story1 C16 40 240 240 0 1 1

Story1 B1 41 240 240 0 1 1

Story1 B2 42 240 240 0 1 1

Story1 B3 43 240 240 0 1 1

Story1 B4 44 240 240 0 1 1

Story1 B5 45 240 240 0 1 1

Story1 B6 46 240 240 0 1 1

Story1 B7 47 240 240 0 1 1

Story1 B8 48 240 240 0 1 1

Story1 B9 49 240 240 0 1 1

Story1 B10 50 240 240 0 1 1

Story1 B11 51 240 240 0 1 1

Story1 B12 52 240 240 0 1 1

Story1 B13 53 240 240 0 1 1

Story1 B14 54 240 240 0 1 1

Story1 B15 55 240 240 0 1 1

Story1 B16 56 240 240 0 1 1

Story1 B17 57 240 240 0 1 1

Story1 B18 58 240 240 0 1 1

Story1 B19 59 240 240 0 1 1

Story1 B20 60 240 240 0 1 1

Story1 B21 61 240 240 0 1 1

Story1 B22 62 240 240 0 1 1

Story1 B23 63 240 240 0 1 1

Story1 B24 64 240 240 0 1 1


Story Label Unique

Name

Unbrace

d Length

Ratio

Major

Unbrace

d Length

Ratio

Minor

Unbrace

d Length

Ratio

(LTB)

Effective

Length

Factor

Major

Effective

Length

Factor

Minor

Effective

Length

Factor

Major

Effective

Length

Factor

Minor

Effective

Length

Factor

(KLTB)

Moment

Coefficie

nt (Cm

Major)

Moment

Coefficie

nt (Cm

Minior)


of 34

Story Label Unique

Name

Unbrace

d Length

Ratio

Major

Unbrace

d Length

Ratio

Minor

Unbrace

d Length

Ratio

(LTB)

Effective

Length

Factor

Major

Effective

Length

Factor

Minor

Effective

Length

Factor

Major

Effective

Length

Factor

Minor

Effective

Length

Factor

(KLTB)

Moment

Coefficie

nt (Cm

Major)

Moment

Coefficie

nt (Cm

Minior)

Story1 C1 25 0.89 0.89 0.89 1 1 1 1 1.2073 0.418642 0.215984

Story1 C2 26 0.89 0.89 0.89 1 1 1 1 1.168287 0.403724 0.252754

Story1 C3 27 0.89 0.89 0.89 1 1 1 1 1.168287 0.403724 0.252754

Story1 C4 28 0.89 0.89 0.89 1 1 1 1 1.2073 0.418642 0.215984

Story1 C5 29 0.89 0.89 0.89 1 1 1 1 1.2073 0.325013 0.239001

Story1 C6 30 0.89 0.89 0.89 1 1 1 1 1.168287 0.41543 0.217746

Story1 C7 31 0.89 0.89 0.89 1 1 1 1 1.168287 0.41543 0.217746

Story1 C8 32 0.89 0.89 0.89 1 1 1 1 1.2073 0.325013 0.239001

Story1 C9 33 0.89 0.89 0.89 1 1 1 1 1.2073 0.325013 0.239001

Story1 C10 34 0.89 0.89 0.89 1 1 1 1 1.168287 0.41543 0.217746

Story1 C11 35 0.89 0.89 0.89 1 1 1 1 1.168287 0.41543 0.217746

Story1 C12 36 0.89 0.89 0.89 1 1 1 1 1.2073 0.325013 0.239001

Story1 C13 37 0.89 0.89 0.89 1 1 1 1 1.2073 0.418642 0.215984

Story1 C14 38 0.89 0.89 0.89 1 1 1 1 1.168287 0.403724 0.252754

Story1 C15 39 0.89 0.89 0.89 1 1 1 1 1.168287 0.403724 0.252754

Story1 C16 40 0.89 0.89 0.89 1 1 1 1 1.2073 0.418642 0.215984

Story1 B1 41 0.9 0.9 0.9 1 1 1 1 1 1 1

Story1 B2 42 0.666667 0.666667 0.666667 1 1 1 1 1 1 1

Story1 B3 43 0.9 0.9 0.9 1 1 1 1 1 1 1

Story1 B4 44 0.9 0.9 0.9 1 1 1 1 1 1 1

Story1 B5 45 0.666667 0.666667 0.666667 1 1 1 1 1 1 1

Story1 B6 46 0.9 0.9 0.9 1 1 1 1 1 1 1

Story1 B7 47 0.9 0.9 0.9 1 1 1 1 1 1 1

Story1 B8 48 0.666667 0.666667 0.666667 1 1 1 1 1 1 1

Story1 B9 49 0.9 0.9 0.9 1 1 1 1 1 1 1

Story1 B10 50 0.9 0.9 0.9 1 1 1 1 1 1 1

Story1 B11 51 0.666667 0.666667 0.666667 1 1 1 1 1 1 1

Story1 B12 52 0.9 0.9 0.9 1 1 1 1 1 1 1

Story1 B13 53 0.89 0.89 0.89 1 1 1 1 1 1 1

Story1 B14 54 0.89 0.89 0.89 1 1 1 1 1 1 1

Story1 B15 55 0.89 0.89 0.89 1 1 1 1 1 1 1

Story1 B16 56 0.89 0.89 0.89 1 1 1 1 1 1 1

Story1 B17 57 0.89 0.89 0.89 1 1 1 1 1 1 1

Story1 B18 58 0.89 0.89 0.89 1 1 1 1 1 1 1

Story1 B19 59 0.89 0.89 0.89 1 1 1 1 1 1 1

Story1 B20 60 0.89 0.89 0.89 1 1 1 1 1 1 1

Story1 B21 61 0.89 0.89 0.89 1 1 1 1 1 1 1

Story1 B22 62 0.89 0.89 0.89 1 1 1 1 1 1 1

Story1 B23 63 0.89 0.89 0.89 1 1 1 1 1 1 1

Story1 B24 64 0.89 0.89 0.89 1 1 1 1 1 1 1


Story Label Unique

Name

Bending

Coefficie

nt (Cb)

Nonswa

y

Moment

Factor

(B1

Major)

Nonswa

y

Moment

Factor

(B1

Minor)

Sway

Moment

Factor

(B2

Major)

Sway

Moment

Factor

(B2

Minor)

Reduce

Hss

Thickne

ss?

HSS

Welding

Type?

Yield

stress,

Fy

MPa

Expecte

d to

specifie

d Fy

ratio, Ry

MPa

Compre

ssive

Capacity

, Pnc

kN

Story1 C1 25 2.165139 1 1 1 1 No ERW 344.74 1.1 5230.79

Story1 C2 26 2.172154 1 1 1 1 No ERW 344.74 1.1 5251.652

Story1 C3 27 2.172154 1 1 1 1 No ERW 344.74 1.1 5251.652

Story1 C4 28 2.165139 1 1 1 1 No ERW 344.74 1.1 5230.79

Story1 C5 29 2.209939 1 1 1 1 No ERW 344.74 1.1 5230.79

Story1 C6 30 2.166645 1 1 1 1 No ERW 344.74 1.1 5251.652


of 34

Story Label Unique

Name

Bending

Coefficie

nt (Cb)

Nonswa

y

Moment

Factor

(B1

Major)

Nonswa

y

Moment

Factor

(B1

Minor)

Sway

Moment

Factor

(B2

Major)

Sway

Moment

Factor

(B2

Minor)

Reduce

Hss

Thickne

ss?

HSS

Welding

Type?

Yield

stress,

Fy

MPa

Expecte

d to

specifie

d Fy

ratio, Ry

MPa

Compre

ssive

Capacity

, Pnc

kN

Story1 C7 31 2.166645 1 1 1 1 No ERW 344.74 1.1 5251.652

Story1 C8 32 2.209939 1 1 1 1 No ERW 344.74 1.1 5230.79

Story1 C9 33 2.209939 1 1 1 1 No ERW 344.74 1.1 5230.79

Story1 C10 34 2.166645 1 1 1 1 No ERW 344.74 1.1 5251.652

Story1 C11 35 2.166645 1 1 1 1 No ERW 344.74 1.1 5251.652

Story1 C12 36 2.209939 1 1 1 1 No ERW 344.74 1.1 5230.79

Story1 C13 37 2.165139 1 1 1 1 No ERW 344.74 1.1 5230.79

Story1 C14 38 2.172154 1 1 1 1 No ERW 344.74 1.1 5251.652

Story1 C15 39 2.172154 1 1 1 1 No ERW 344.74 1.1 5251.652

Story1 C16 40 2.165139 1 1 1 1 No ERW 344.74 1.1 5230.79

Story1 B1 41 1.217215 1 1 1 1 No ERW 344.74 1.1 5258.374

Story1 B2 42 1.096641 1 1 1 1 No ERW 344.74 1.1 5712.4345

Story1 B3 43 1.217215 1 1 1 1 No ERW 344.74 1.1 5258.374

Story1 B4 44 1.259119 1 1 1 1 No ERW 344.74 1.1 5258.374

Story1 B5 45 1.045666 1 1 1 1 No ERW 344.74 1.1 5712.4345

Story1 B6 46 1.259119 1 1 1 1 No ERW 344.74 1.1 5258.374

Story1 B7 47 1.259119 1 1 1 1 No ERW 344.74 1.1 5258.374

Story1 B8 48 1.045666 1 1 1 1 No ERW 344.74 1.1 5712.4345

Story1 B9 49 1.259119 1 1 1 1 No ERW 344.74 1.1 5258.374

Story1 B10 50 1.217215 1 1 1 1 No ERW 344.74 1.1 5258.374

Story1 B11 51 1.096641 1 1 1 1 No ERW 344.74 1.1 5712.4345

Story1 B12 52 1.217215 1 1 1 1 No ERW 344.74 1.1 5258.374

Story1 B13 53 1.420589 1 1 1 1 No ERW 344.74 1.1 5268.5653

Story1 B14 54 2.382919 1 1 1 1 No ERW 344.74 1.1 5268.5653

Story1 B15 55 1.420589 1 1 1 1 No ERW 344.74 1.1 5268.5653

Story1 B16 56 1.353953 1 1 1 1 No ERW 344.74 1.1 5268.5653

Story1 B17 57 2.318632 1 1 1 1 No ERW 344.74 1.1 5268.5653

Story1 B18 58 1.353953 1 1 1 1 No ERW 344.74 1.1 5268.5653

Story1 B19 59 1.353953 1 1 1 1 No ERW 344.74 1.1 5268.5653

Story1 B20 60 2.318632 1 1 1 1 No ERW 344.74 1.1 5268.5653

Story1 B21 61 1.353953 1 1 1 1 No ERW 344.74 1.1 5268.5653

Story1 B22 62 1.420589 1 1 1 1 No ERW 344.74 1.1 5268.5653

Story1 B23 63 2.382919 1 1 1 1 No ERW 344.74 1.1 5268.5653

Story1 B24 64 1.420589 1 1 1 1 No ERW 344.74 1.1 5268.5653


Story Label Unique

Name

Tensile

Capacity,

Pnt

kN

Major

Bending

Capacity,

Mn3

kN-m

Minor

Bending

Capacity,

Mn2

kN-m

Major

Shear

Capacity,

Vn2

kN

Minor

Shear

Capacity,

Vn3

kN

D/C Ratio

Limit

Story1 C1 25 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 C2 26 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 C3 27 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 C4 28 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 C5 29 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 C6 30 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 C7 31 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 C8 32 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 C9 33 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 C10 34 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 C11 35 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 C12 36 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95


of 34

Story Label Unique

Name

Tensile

Capacity,

Pnt

kN

Major

Bending

Capacity,

Mn3

kN-m

Minor

Bending

Capacity,

Mn2

kN-m

Major

Shear

Capacity,

Vn2

kN

Minor

Shear

Capacity,

Vn3

kN

D/C Ratio

Limit

Story1 C13 37 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 C14 38 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 C15 39 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 C16 40 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 B1 41 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 B2 42 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 B3 43 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 B4 44 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 B5 45 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 B6 46 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 B7 47 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 B8 48 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 B9 49 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 B10 50 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 B11 51 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 B12 52 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 B13 53 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 B14 54 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 B15 55 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 B16 56 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 B17 57 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 B18 58 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 B19 59 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 B20 60 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 B21 61 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 B22 62 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 B23 63 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Story1 B24 64 5739.8859 785.7438 352.4406 767.9037 2792.3769 0.95

Table 6.3 - Steel Column Envelope

Label Story Section

Moment

Interaction

Check

PMM

Combo

V22

Ratio

V33

Ratio Class

Cont.

Plate

cm²

Dbl.

Plate

mm

B/C

Ratio

Major

B/C

Ratio

Minor

C1 Story1 HEA340 0.024 = 0.003 +

0.006 + 0.015 DStlS4 0.007 0.001

Seismic

HD 80.1 28.5 0 0

C2 Story1 HEA340 0.026 = 0.005 +

0.009 + 0.012 DStlS3 0.008 0.001

Seismic

HD 80.1 28.5 0 0

C3 Story1 HEA340 0.026 = 0.005 +

0.009 + 0.012 DStlS4 0.008 0.001

Seismic

HD 80.1 28.5 0 0

C4 Story1 HEA340 0.024 = 0.003 +

0.006 + 0.015 DStlS3 0.007 0.001

Seismic

HD 80.1 28.5 0 0

C5 Story1 HEA340 0.029 = 0.007 +

0.001 + 0.021 DStlS4 0.004 0.002

Seismic

HD 80.1 74.6 0 0

C6 Story1 HEA340 0.026 = 0.011 +

4.807E-04 + 0.015 DStlS3 0.004 0.001

Seismic

HD 80.1 74.6 0 0

C7 Story1 HEA340 0.026 = 0.011 +

4.807E-04 + 0.015 DStlS4 0.004 0.001

Seismic

HD 80.1 74.6 0 0

C8 Story1 HEA340 0.029 = 0.007 +

0.001 + 0.021 DStlS3 0.004 0.002

Seismic

HD 80.1 74.6 0 0

C9 Story1 HEA340 0.029 = 0.007 +

0.001 + 0.021 DStlS4 0.004 0.002

Seismic

HD 80.1 74.6 0 0

C10 Story1 HEA340 0.026 = 0.011 +

4.807E-04 + 0.015 DStlS3 0.004 0.001

Seismic

HD 80.1 74.6 0 0

C11 Story1 HEA340 0.026 = 0.011 +

4.807E-04 + 0.015 DStlS4 0.004 0.001

Seismic

HD 80.1 74.6 0 0

C12 Story1 HEA340 0.029 = 0.007 +

0.001 + 0.021 DStlS3 0.004 0.002

Seismic

HD 80.1 74.6 0 0

C13 Story1 HEA340 0.024 = 0.003 + DStlS4 0.007 0.001 Seismic 80.1 28.5 0 0


of 34

Label Story Section

Moment

Interaction

Check

PMM

Combo

V22

Ratio

V33

Ratio Class

Cont.

Plate

cm²

Dbl.

Plate

mm

B/C

Ratio

Major

B/C

Ratio

Minor 0.006 + 0.015 HD

C14 Story1 HEA340 0.026 = 0.005 +

0.009 + 0.012 DStlS3 0.008 0.001

Seismic

HD 80.1 28.5 0 0

C15 Story1 HEA340 0.026 = 0.005 +

0.009 + 0.012 DStlS4 0.008 0.001

Seismic

HD 80.1 28.5 0 0

C16 Story1 HEA340 0.024 = 0.003 +

0.006 + 0.015 DStlS3 0.007 0.001

Seismic

HD 80.1 28.5 0 0

Table 6.4 - Steel Beam Envelope

Label Story Section

Moment

Interaction

Check

PMM

Combo V22 Ratio V33 Ratio Class

Conn. V I-

End

kN

Conn. V J-

End

kN

B1 Story1 HEA340 0.013 = 0 +

0.013 + 0 DStlS3 0.02 0 Seismic HD 793.0821 796.1121

B2 Story1 HEA340 0.01 = 0 + 0.01

+ 0 DStlS4 0.004 0 Seismic HD 3521.8946 3521.8946

B3 Story1 HEA340 0.013 = 0 +

0.013 + 0 DStlS4 0.02 0 Seismic HD 796.1121 793.0821

B4 Story1 HEA340 0.022 = 0 +

0.022 + 0 DStlS2 0.03 0 Seismic HD 798.8296 804.1261

B5 Story1 HEA340 0.018 = 0 +

0.018 + 0 DStlS4 0.004 0 Seismic HD 3521.8946 3521.8946

B6 Story1 HEA340 0.022 = 0 +

0.022 + 0 DStlS2 0.03 0 Seismic HD 804.1261 798.8296

B7 Story1 HEA340 0.022 = 0 +

0.022 + 0 DStlS2 0.03 0 Seismic HD 798.8296 804.1261

B8 Story1 HEA340 0.018 = 0 +

0.018 + 0 DStlS4 0.004 0 Seismic HD 3521.8946 3521.8946

B9 Story1 HEA340 0.022 = 0 +

0.022 + 0 DStlS2 0.03 0 Seismic HD 804.1261 798.8296

B10 Story1 HEA340 0.013 = 0 +

0.013 + 0 DStlS3 0.02 0 Seismic HD 793.0821 796.1121

B11 Story1 HEA340 0.01 = 0 + 0.01

+ 0 DStlS4 0.004 0 Seismic HD 3521.8946 3521.8946

B12 Story1 HEA340 0.013 = 0 +

0.013 + 0 DStlS4 0.02 0 Seismic HD 796.1121 793.0821

B13 Story1 HEA340 0.01 = 0 + 0.01

+ 0 DStlS3 0.019 0 Seismic HD 802.5933 804.7818

B14 Story1 HEA340 0.01 = 0 + 0.01

+ 0 DStlS4 0.016 0 Seismic HD 802.642 802.642

B15 Story1 HEA340 0.01 = 0 + 0.01

+ 0 DStlS4 0.019 0 Seismic HD 804.7818 802.5933

B16 Story1 HEA340 0.014 = 0 +

0.014 + 0 DStlS3 0.023 0 Seismic HD 804.4049 807.8123

B17 Story1 HEA340 0.012 = 0 +

0.012 + 0 DStlS4 0.02 0 Seismic HD 805.5914 805.5914

B18 Story1 HEA340 0.014 = 0 +

0.014 + 0 DStlS4 0.023 0 Seismic HD 807.8123 804.4049

B19 Story1 HEA340 0.014 = 0 +

0.014 + 0 DStlS3 0.023 0 Seismic HD 804.4049 807.8123

B20 Story1 HEA340 0.012 = 0 +

0.012 + 0 DStlS4 0.02 0 Seismic HD 805.5914 805.5914

B21 Story1 HEA340 0.014 = 0 +

0.014 + 0 DStlS4 0.023 0 Seismic HD 807.8123 804.4049

B22 Story1 HEA340 0.01 = 0 + 0.01

+ 0 DStlS3 0.019 0 Seismic HD 802.5933 804.7818

B23 Story1 HEA340 0.01 = 0 + 0.01

+ 0 DStlS4 0.016 0 Seismic HD 802.642 802.642

B24 Story1 HEA340 0.01 = 0 + 0.01

+ 0 DStlS4 0.019 0 Seismic HD 804.7818 802.5933

MEMORIA DE CALCULO PROYECTO ALMACEN SENA CDITI -...

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