xtended

hree Dimension

nalysis

uilding

ystems

ETABS

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Etabs

cffy

IPECPE

UNPDL

LLEXEY

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Etabs

EtabsCrake

Tip of the Day

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OK

Kgf.mton.m

file New modelCtrl+N

No

Grid DimensionsStory Dimensions

Add structural objects

OK

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Analyze

F

Define

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View

Define

Define

SD Section Designer Etabs

Draw

Select

Assign

Analyze

Display

Design

Option

Help

Etabs

DefineKgf.cm

Etabs

Define

DefineMaterial properties

Define Materials

MaterialsCONCSTEELOTHER

CONC

Modify.

Material property data

CONCkg/cmfcCONMaterial Name

Type of materialIsotropic

)Analysis property Data(

Weight per unit volume,Mass per unit volume

.

E.

Modalus of elasticity = ?

=

(kg/cm )

)

(

V = .

Coeff of thermal expansion

shear modals)V(E G =

colorType of Design

concrete

Etabs

(.

ACI- -

Fc=Afy =

)Afy=

Kgf.cm

Kg/cmfy = fc =

Kg/cm

okEnter

fcE= ?

SteelModify

fy,fu

Fy = kg/cm

Fu = kg/cm

SteelSTCostper unit weight

Define:

Define frame propertiesEtabs

Type in property to find

Delete

ImportAdd

IRAN.PRO

CDIRAN.PRO

CDImport>frame sectionDefine>

IRAN.PRO

Etabs

IRAN.PRO

Etabs

computer and structures> EtabsProgram file>.PRO

Euro.PRO

Import.I/ Wide flangIIPECPEIRAN.PRO

Import. Channel UNP

Import. Tee TIRAN.PRO

Import. Angle

Import. Double angle

LB

Add

ImportEtabs

Add Anto Select List

Add SD SectionSection Designer

Add Non prismatic

AddAdd General

AddRectangularCircle

Type in property to find

DefineDefine wall/slab/deak

Wall , Slab , Plank

, Deck

plankWall

DeckModify

T

B

Geometry

tc

hr

wr

sr

cmkg.f.cm

CONfc=

okSlabModify

DALLSection name

CONMaterial

Thickness

cmBendingcm Membrance

cmDALL

TypeMembrance

shelljoint

Membrance

Load Distribution

? use special one way load distribution

WALLshell

ETABSDLLLEX , EY

DefineDefine Static Loud Cases

LoadEXTypeQUAKE

Auto Leteral LoadUser

CoefficientC

Self Weight MultiplierDL

EY , EXC

V = C.WEXModify Lateral Load

AddModify Load

Modify Lateral Load

C

XX Dir YY DirOK

EZ

WALLMASS

EZMASS,WALLOther

EZQUAKEWALLMASSDEAD

MASS

OtherMass

Source

MASS

Define

Load Combimation

AISC-ASD

ETABSAISC-LRFD

Option

Option > Preferences > Steel Frame Design

Design Code

AISC-ASD.

MASSWALL

frame type Braced

frameok

DefineAdd Default Design Combos

? Steel Frame Design

ok

AISC-ASD.

Define

Load Combination

DSTL

Modify

ETABS

DL + LL ± EY± ( ) EX

DL ± EX ± ( ) EY

DL ± EY± ( ) EX

Combination Define > Load

Add New Combo

EXY.Combo

DEADAddLIVE

Add EXEY

AddAdd

( DL+ LL + EX ) + ( ) EY

(DL+ LL+ EX) + (- )EY

DL± EX,Y±EZ

EZ±DL+ LL± EX,Y

LL

DL+LL+EX+( ) EY

DL+LL+EX-( ) EY

DL+ LL ± EX ± (

EY )

DL+LL- EX + ( ) EY

DL+LL±EX±( )EZ

DL+LL±EY±( ) EZ

DL+LL±( ) EX ±EZ

DL+LL±( )EY ± EZ

Etabs

:

Design Combo, Design

Etabs

Define

Mass Definetion

From Loads

WCV

W= DL + Mass +

LLWV= C

LL

Mass

Include Lateral Mass Onlyy,xz

Lump Lateral Mass at Story Levels

EZ

SaveFile

Etabs