etabs - bayanbox.irbayanbox.ir/view/2053464756535159595/marja-end.pdf · etabs etabs analyze f...
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xtended
hree Dimension
nalysis
uilding
ystems
ETABS
Etabs
Etabs
cffy
IPECPE
UNPDL
LLEXEY
Etabs
Etabs
EtabsCrake
Tip of the Day
Etabs
Etabs
OK
Kgf.mton.m
file New modelCtrl+N
No
Grid DimensionsStory Dimensions
Add structural objects
OK
Etabs
Etabs
Analyze
F
Define
Etabsoption
Reset Toolbars
File
Edite
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