1

2

3

4

5

6

7

ETABS

ETABS

ETABS

ETABS

Assign

Properties of Object(Draw)

(membrane

slab)deckplank

8

ETABSObjectsMembersElements

Draws

ETABS

ETABS

ETABS

ETABS

ETABS

ETABS

9

ETABS

Kip , In , FN , mm , C

XYZ

ETABS+ZZ

Snap

Snap

10

SnapsnapSnap

Snapgap

ETABS

o

o

(Isolators)

(dampers) (gaps)

(Multi-linear springs)

o

o

plank

Membrane

ETABS

11

ETABS

ETABS

ETABS

Highlight

12

snap

One-Story

One StoryAll StoriesSimilar StoriesOne Story

All Stories

Similar Stories

ETABS

selectdraw

select

Draw

Plan, Elev, 3D

13

in Regions

at Clicks

in Regionsat

clicks

Draw Point Objects

Draw Lines (Plan, Elev, 3D)

Create Lines in Regions or at Clicks (Plan, Elev, 3D)

Create Columns in Regions or at Clicks (Plan)

Create Secondary Beams in Regions or at Clicks (Plan)

Create Braces in Regions or at Clicks (Plan)

Draw Areas (Plan, Elev, 3D)

Draw Rectangle Areas (Plan, Elev)

Create Areas at Click (Plan)

Draw Walls (Plan)

Create Walls Regions or at Clicks (Plan)

Draw Developed Elevation Definition

Draw Section Cut

Draw Dimension Line

Draw Reference Point

14

ETABS

XY

Kgf-m

ETABSNew Model

FileNew Model

No

X

15

Y

Grid Dimensions (Plan)

Story Dimensions

Add

Structural ObjectsOKGrid

Only

snap

16

New Model

New ModelNew Model

ETABS

OK

ETABS

New ModelFileNew Model

New Model Initialization

Choose.edbETABSOpen File

ETABS.edb

ETABS

Building Plan Grid System and Story Data Definition

17

Default.edbChoose.edb

ETABS

Default.edbETABS.exe

ETABS

ETABSBuilding Plan Grid System

and Story Data Definition

Default.edb

ETABS.exe

Choose.edb

No buttonETABSBuilding Plan Grid System and

Story Data Definition

Building Plan Grid System and Story Data Definition

:Grid Dimensions (Plan)

snap

18

Uniform Grid Spacing

XYXY

XY

XY

Custom Grid Spacing

XY

Edit GridDefine Grid Data

Grid Labels

Edit Grid DataEdit

Grid Labeling Options

Beginning X ID

X

Label Left to Right

Label Right to Left

Y GridDefine Grid Data

XYX Grid DataY Grid Data

Grid ID

SpacingCoordinate

Coordinate

Spacing

OrdinatesDisplayGrids as

Ordinates

Spacing

19

Line Type

PrimarySecondary

Set Display OptionsView

Visibility

Bubble LocX

Y

Grid Color

Edit menu

CutCopy

PasteDelete

Insert RowDelete Row

:Format Menu

20

Hide All Grid Lines

Set Building View OptionsViewGrid lines

Secondary Grid Lines

Glue to Grid Line

Bubble Size

Reset to Default Color button

Reorder OrdinateOrdinates

Display Grid as

Locate System OriginLocate System Origin

Edit GridEdit Grid DaraEditCoordinate

SystemAdd New SystemCoordinate System

DefinitionCylindricalCartesian

21

Edit GridDefine Grid Date

Locate System OriginRotation

(deg)

Bubble

Loc.

Ordinate

22

D

GeneralEdit GridEdit Grid DaraEdit

Coordinate SystemConvert to General

SystemGLOBAL

Modify/Show System

Grid Data

System

DOKGrid Line

X1DOK

23

24

X

Y

AIIIAII

IV

25

R

= hRhRxwR 0178.07.0/025.05.05.0

h05.0h0178.0

26

1500x0.05 = 0.075m = 7.5Cm

27

0.075+0.4/2+3+2.85+5.6+0.4/2+0.075= 12m OK

40Cm20Cm

A3

20Cm25Cm5Cm

10Cm4Cm

40Cm

ETABS

ETABS

ETABS

OK

Kgf-m

ETABS

Snap

New ModelFile

New ModelNo

28

X

Y

Grid Dimensions (Plan)

Custom Grid Spacing

Edit GridDefine Grid Data

29

Display Grids asSpacing

X

YSpacing

Define>Material PropertiesMaterial Define

ConcModify/Show Material

Material Property Data

Material Name

STEELCONC

Type of Material

Analysis Property Data

ETABS

)121(2

112

u

eg

ACI

Cc fwE '135.0 5.1

2400Kg/cm2

Cc fE '15870

210kg/cm2

280 kg/cm2

30

2.5e5kg/cm2

2.3e5kg/cm2

New Model InitializationNo

Kgf-CmOptions>Preferences>Reinforcement Bar

SizesReinforcing Bar SizesBar

ID18DBar AreaBar

Diameter18254.2 Cm1.8Cm

31

Kgf-Cm

Define>Frame SectionsDefine Frame Properties

Add RectangularRectangular Section

Section Name

C40-12T20C

Define>Wall/Slab/Deck Sections

Define Wall/Slab/Deck SectionModify/Show Section

Deck Section

ETABS

Filled Deck

Unfilled DeckSolid

Slab

32

GeometrySlab Depth (tc)Deck

Depth (hr)Rib Width (wr)Rib

Spacing (Sr)

Composite Deck Studs

Slab MaterialCONC

Metal Deck Unit Wieght

Similar StoriesSimilarity

Properties of ObjectsProperty

C40-8T20

33

Similar StoriesSimilarity

Properties of Objects

PropertyB40

A5B5

34

Similar StoriesSimilarity

Properties of Objects

PropertyDeck1

A4A5B5B4

35

WallRamp

FloorNull

DiaphragmDefine

Define DiaphragmAdd New Diaphragm

Modify/Show Diaphragm

Delete Diaphragm

36

Add New DiaphragmModify/Show DiaphragmDiaphragm

DataDiaphragmRigidity

Rigid

.Semi Rigid

Assign menu > Joint/Point > Diaphragms

Assign DiaphragmOK

Add New DiaphragmModify/Show Diaphragm

Diaphragm DataDefine Diaphragm

Disconnect from All

Diaphragm

Assign menu > Shell/Area > Rigid DiaphragmAssign Diaphragm

37

Semi Rigid

Semi Rigid

Semi Rigid

Similar Stories

Assign menu > Shell/Areas > Rigid DiaphragmsAssign Diaphragm

Modify/Show Diaphragm

38

Semi Rigidok

Assign menu >

Joint/Point > Diaphragms

ETABS12

3

3

12

3Z

3-2Z

2+Z

2+Y

1X-Y

3Z310

23

2

1X

2Z3Y

1X2

Y3Z

123

Assign menu > Shell/Area > Local AxesAssign

Local Axis

Assign Local Axis

39

Angle

22

3

Rotation by Angle2

22

3

:Normal to Selected Beam

Assign menu > Shell/Area > Local Axes

ETABS2

Similar Stories

Assign menu > Shell/Area

> Local AxesAssign Local Axis

Angle90ok

40

1.4DL + 1.7LL

Define menu>Static Load Cases

Static Load Case NameLoad

DEADTypeDEAD

LiveLoadTypeLive

Reducible Live0

XLoadEXType Quake

0Auto Lateral Load

User CoefficientModify Load

Modify Lateral LoadUser Define

Seismic LoadingX

1178.07

175.23.0 xx

R

ABIC

EYXY

EXTEXBEYREYLEX

X Dir + Eccen YX Dir - Eccen YY Dir +

Eccen XY Dir - Eccen X5

41

EZ QuakeNoneAuto Lateral

Load

pv AIWF 7.0

EXEY

Self weight Multiplier

Floor

WallOther

42

ETABS

Select

Assign

Shell/Area Loads

Frame/Line Loads

Joint/Point Loads

Select Objects - Joint/Point Loads

- Frame/Line Loads

-

Shell/Area Loads

Assign Objects

43

= 20 kg/m2

0.01m x 2000 kg/m3

= 63 kg/m2

0.030m x 2100 kg/m3

= 130 kg/m2

0.10m x1300 kg/m3

= 125 kg/m2

2x0.1m x 0.25m x 2500 kg/m3

= 100 kg/m2

100 kg/m2

= 125 kg/m2

0.05m x 2500 kg/m3

= 19.5 kg/m2 0.015m x 1300 kg/m3

= 8 kg/m2

0.005m x 1600 kg/m3

= 590 kg/m2

= 0 kg/m2

= 125 kg/m2

2x0.1m x 0.25m x 2500 kg/m3

= 100 kg/m2

100 kg/m2

= 125 kg/m2

0.05m x 2500 kg/m3

= 19.5 kg/m2 0.015m x 1300 kg/m3

= 8 kg/m2

0.005m x 1600 kg/m3

= 5

= 530 kg/m2

DL = 590 Kg/m^2

LL = 200 Kg/m^2

Ext. Wall =

Kg/m

Int. Wall = 1 0 Kg/m^2

DLR =

Kg/m^2

LLR = 200 Kg/m^2

Self-Weight MultiplierStatic Load Case Name

DEADDEAD

44

Deck

Section

dcr

rrc Wt

S

hWWW )(

2/25.00)05.05.0

25.01.0(5.2 mt

xW

,

DEAD

2/280250530 mKg

Similar Stories

Assign menu > Shell/Areas Loads > Uniform

Load

kg-mDEADGravityReplace Exiting Loads

Live

One Story

Similar Stories

45

Assign menu > Frame/Line Loads > Distributed

kg-mDEADForceGravity

Replace Exiting Loads

Delete Existing Loads

One Story

Wall

WallOther

46

ACI-318-99

ACI

ACI

1.4 DL 1.4 DL + 1.7 LL (ACI 9.2.1) 0.9 DL 1.3 * 1.1 EL 0.75 (1.4 DL + 1.7 LL 1.7 * 1.1 EL) (ACI 9.2.3)

1) 1.4 DL + 1.7 LL 4) 0.9 DL 1.43 EXT 6) 0.9 DL 1.43 EXB 10) 0.9 DL 1.43 EYL 12) 0.9 DL 1.43 EYR

1 ) 1.05DL +1.275 LL

EXT

1 ) 1.05DL +1.275 LL

EXB

) 1.05DL +1.275 LL

EYL

) 1.05DL +1.275 LL

EYR

2 ) 1.05DL +1.275 LL

EXT YL

3 ) 1.05DL +1.275 LL

EXT YR

47

) 1.05DL +1.275 LL

EXB YL

) 1.05DL +1.275 LL

EXB YR

) 1.05DL +1.275 LL

EYL XT

) 1.05DL +1.275 LL

EYL XB

7 ) 1.05DL +1.275 LL

EYR XT

) 1.05DL +1.275 LL

EYR XB

) 1.05DL +1.275 LL

EZ XT YL

) 1.05DL +1.275 LL

EZ XB YL

) 1.05DL +1.275 LL

EZ XT YR

1 ) 1.05DL +1.275 LL

EZ XB YR

1 ) 0.9 DL

EXT YL

12 ) 0.9 DL

EXT YR

1 ) 0.9 DL

EXB YL

1 ) 0.9 DL

EXB YR

1 ) 0.9 DL

EYL XT

1 ) 0.9 DL

EYL XB

1 ) 0.9 DL

EYR XT

1 ) 0.9 DL

EYR XB

) 0.9 DL

EZ XT YL

) 0.9 DL

EZ XB YL

) 0.9 DL

EZ XT YR

) 0.9 DL

EZ XB YR

Define menu > Load Combinations

Add New Comb

Modify/Show Comb

Delete Combo

Add New Comb

Load Combination Name

Load Combination Type

ADD

Additive (ADD)

Envelope (ENVE)

48

Absolute (ABS)

SRSS

Define CombinationADD

Modify

Delete

1.4DEAD +

1.7LIVE

DEAD

Static Load

Scale FactorAdd

LIVE Static Load

Scale Factor

Add

1) 1.4 DL + 1.7 LL 4) 0.9 DL 1.43 EXT 6) 0.9 DL 1.43 EXB 10) 0.9 DL 1.43 EYL 12) 0.9 DL 1.43 EYR

1 ) 1.05DL +1.275 LL

EXT

1 ) 1.05DL +1.275 LL

EXB

) 1.05DL +1.275 LL

EYL

) 1.05DL +1.275 LL

EYR

) 1.05DL +1.275 LL

EXT YL

) 1.05DL +1.275 LL

EXT YR

) 1.05DL +1.275 LL

EXB YL

) 1.05DL +1.275 LL

EXB YR

) 1.05DL +1.275 LL

EYL XT

) 1.05DL +1.275 LL

EYL XB

) 1.05DL +1.275 LL

EYR XT

) 1.05DL +1.275 LL

EYR XB

) 0.9 DL

EXT YL

) 0.9 DL

EXT YR

) 0.9 DL

EXB YL

49

) 0.9 DL

EXB YR

) 0.9 DL

EYL XT

) 0.9 DL

EYL XB

) 0.9 DL

EYR XT

) 0.9 DL

EYR XB

Add Default Design Combos

Options menu >

Preferences > Concrete Frame DesignConcrete Frame Design

PreferencesDesign Code

ACI 318-99

Quake

1.4 DL 1.4 DL + 1.7 LL (ACI 9.2.1) 0.9 DL 1.3 * 1.1 EL 0.75 (1.4 DL + 1.7 LL 1.7 * 1.1 EL) (ACI 9.2.3)

ACI 318-2005/IBC 2003

Define menu > Special Seismic Load Effects

RhoOmega

ETABS

Define

menu > Mass SourceDefine Mass Source

Mass Defination

From Self and Specified Mass

Additional Area Mass ,

Additional Line Mass , Additional Point Mass

Assign

Link

ETABS

50

From Loads

g

ETABS

Add

ModifyDelete

Z

From Self and Specific Mass and Loads

Include Lateral Mass Only

XYZ

Lump Lateral Mass at Story Levels

Assign menu > Joint/Point > Restraints (Supports)Assign

Restraints

Fast

Restraints

51

Select menu > by Line Object Type>Beam

Assign menu > Frame/Line > Frame Property Modifiers

Analysis Property Modification Factors

Select

menu > by Line Object Type>ColumnAssign

menu > Frame/Line > Frame Property Modifiers

Analyze menu > Set Analysis Options

P

Access.mdb

52

Building Active Degrees of Freedom

Include P-DeltaSet P-Delta Parameters

P

PInitial P-Delta AnalysisETABSP

P

Non-Iterative -- Based on MassP

PStick Model

Iterative -- Based on Load CasesP

PP

PP

Iteration Controls

P-Delta Load Combination P

1) 1.4 dead load

(2) 1.2 dead load + 1.6 live load (3) 1.2 dead load + 0.5 live load + 1.3 wind load (4) 1.2 dead load + 0.5 live load - 1.3 wind load (5) 0.9 dead load + 1.3 wind load (6) 0.9 dead load - 1.3 wind load

PP

Display

53

Display

Display menu > Show Undeformed Shape

Display menu > Show Loads

Display menu > Show Loads > Joint/Point

Load Case

Load Type

Show Value Load

OK

Display menu > Show Loads > Frame/Line

Load Case

Load Type

Span Loading Applied Directly to the Line Object (Forces

Span Loading Applied Directly to the Line Object ((Moments

All Loading that is Tributary to the Line Object (Forces

All Loading that is Tributary to the Line Object (moments

54

Include Point Object Loads

Show Loading Values

Show Shell/Area Loads

Load CaseLoad

TypeUniform Load Values

Temperature ValuesWind Pressure

Display menu > Show Deformed Shape

ok

Scale Factor

Cubic Curve

Display menu > Show Mode Shape

ok

Scale FactorCubic Curve

55

Display menu > Show Member Forces/Stress Diagram

56

Display menu > Show Member Forces/Stress Diagram > Support/Spring

ReactionsPoint Reaction Forces

Load

Static load case(linear)

Response Spectrum case

Load Combination

Type

Display menu > Show Member Forces/Stress Diagram > Frame/Pier/ Spandrel

ForcesMember Force Diagram for Frames

57

Load

Component

Inplane Moment

Inplane Shear

Inplane

ScalingETABS

Auto

ETABSScale Factor

ETABS

PreferenceOptions

Options

Fill Diagram

Show Value

Fill Diagram

Show Value on Diagram

Fill Diagram

Fill Diagram

Show Value on Diagram

Include

58

59

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