Transcript etabs

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ETABS
ETABS
ETABS
ETABS
Assign
(Draw)
Properties of Object
(membrane
plank
deck
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slab)
Elements
Members
Objects
ETABS
Draws
ETABS
ETABS
ETABS
ETABS
ETABS
ETABS
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ETABS
N , mm , C
Kip , In , F
Z
+Z
Snap
Snap
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Z Y X
ETABS
Snap
snap
gap
Snap
Snap
ETABS
o
o
(gaps)
(dampers)
(Isolators)
(Multi-linear springs)
o
o
plank
Membrane
ETABS
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ETABS
ETABS
ETABS
Highlight
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snap
One-Story
One Story
Similar Stories
All Stories
All Stories
One Story
Similar Stories
ETABS
draw
select
select
Draw
Plan, Elev, 3D
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in Regions
at Clicks
at
in Regions
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
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ETABS
Y X
Kgf-m
ETABS
New Model
New Model
File
No
X
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Y
Grid Dimensions (Plan)
Story Dimensions
Add
Grid
OK
Structural Objects
Only
snap
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New Model
New Model
New Model
ETABS
OK
ETABS
New Model
Open File
.edb
File
New Model
New Model Initialization
ETABS
ETABS
Choose.edb
ETABS
Building Plan Grid System and Story Data Definition
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Choose.edb
Default.edb
ETABS
ETABS.exe
Default.edb
ETABS
Building Plan Grid System
ETABS
and Story Data Definition
Default.edb
ETABS.exe
Choose.edb
Building Plan Grid System and
ETABS
No button
Story Data Definition
Building Plan Grid System and Story Data Definition
:Grid Dimensions (Plan)
snap
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Uniform Grid Spacing
Y
X
Y
Y
X
X
Y X
Custom Grid Spacing
Y X
Edit Grid
Grid Labels
Define Grid Data
Edit
Edit Grid Data
Grid Labeling Options
Beginning X ID
X
Label Left to Right
Label Right to Left
Define Grid Data
Y Grid Data
X Grid Data
Y Grid
Y X
Grid ID
Coordinate
Spacing
Coordinate
Spacing
DisplayGrids as
Ordinates
Spacing
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Ordinates
Line Type
Secondary
Primary
View
Set Display Options
Visibility
X
Bubble Loc
Y
Grid Color
Edit menu
Copy
Delete
Cut
Paste
Delete Row
Insert Row
:Format Menu
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Hide All Grid Lines
Grid lines
View
Set Building View Options
Secondary Grid Lines
Glue to Grid Line
Bubble Size
Reset to Default Color button
Ordinates
Reorder Ordinate
Display Grid as
Locate System Origin
Coordinate
Coordinate System
Cartesian
Locate System Origin
Edit
Edit Grid Dara
Add New System
Cylindrical
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Edit Grid
System
Definition
Define Grid Date
Edit Grid
Locate System Origin
Rotation
(deg)
Bubble
Loc.
Ordinate
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D
Edit
Edit Grid Dara
Convert to General
Grid Data
Edit Grid
General
Coordinate System
GLOBAL
Modify/Show System
System
System
Grid Line
OK
OK
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D
D
X1
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X
Y
AII
AIII
IV
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R
= 0 .5 R w
0.5 Rx 0.025 h / 0.7 R
0.0178 h
0.05h
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0.0178 h
1500x0.05 = 0.075m = 7.5Cm
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0.075+0.4/2+3+2.85+5.6+0.4/2+0.075= 12m OK
20Cm
40Cm
3 A
5Cm
25Cm
20Cm
4Cm
40Cm
10Cm
ETABS
ETABS
ETABS
OK
Kgf-m
ETABS
Snap
File
New Model
No
New Model
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X
Y
Grid Dimensions (Plan)
Custom Grid Spacing
Define Grid Data
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Edit Grid
Spacing
Display Grids as
X
Spacing
Y
Material Define
Modify/Show Material
Define>Material Properties
Conc
Material Property Data
Material Name
CONC
STEEL
Type of Material
Analysis Property Data
ETABS
g12
e1
2(1 u12)
ACI
Ec
0.135w1.5
f 'C
2400Kg/cm2
Ec
15870 f ' C
210kg/cm2
280 kg/cm2
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2.5e5kg/cm2
2.3e5kg/cm2
No
New Model Initialization
Options>Preferences>Reinforcement Bar
Bar
Reinforcing Bar Sizes
Bar
Bar Area
18D
18
1.8Cm
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Kgf-Cm
Sizes
ID
Diameter
2.54Cm 2
Kgf-Cm
Define Frame Properties
Define>Frame Sections
Rectangular Section
Add Rectangular
C
Section Name
C40-12T20
Define>Wall/Slab/Deck Sections
Modify/Show Section
Define Wall/Slab/Deck Section
Deck Section
ETABS
Filled Deck
Solid
Unfilled Deck
Slab
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Deck
Rib
Slab Depth (tc)
Rib Width (wr)
Geometry
Depth (hr)
Spacing (Sr)
Composite Deck Studs
CONC
Slab Material
Metal Deck Unit Wieght
Similarity
Similar Stories
Property
Properties of Objects
C40-8T20
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Similarity
Similar Stories
Properties of Objects
B40
5 B
5 A
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Property
Similarity
Similar Stories
Properties of Objects
Deck1
Property
B4 B5 A5 A4
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Ramp
Null
Define
Add New Diaphragm
Wall
Floor
Diaphragm
Define Diaphragm
Modify/Show Diaphragm
Delete Diaphragm
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Diaphragm
Rigidity
Rigid
Modify/Show Diaphragm
Add New Diaphragm
Diaphragm
Semi Rigid
Data
.
Assign menu > Joint/Point > Diaphragms
OK
Modify/Show Diaphragm
Define Diaphragm
Disconnect from All
Assign Diaphragm
Add New Diaphragm
Diaphragm Data
Diaphragm
Assign Diaphragm
Assign menu > Shell/Area > Rigid Diaphragm
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Semi Rigid
Semi Rigid
Semi Rigid
Similar Stories
Assign Diaphragm
Assign menu > Shell/Areas > Rigid Diaphragms
Modify/Show Diaphragm
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ok
Semi Rigid
Assign menu >
Joint/Point > Diaphragms
2 1
ETABS
3
3
2 1
Z
3
Z
3-2
+Z
+Y
2
2
X-Y
10
3
Z
1
3
3
2
2
X
1
Y
2
3
X
Z
1
Z
3
3
Assign
2
Y
2 1
Assign menu > Shell/Area > Local Axes
Local Axis
Assign Local Axis
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Angle
2
2
3
2
2
Rotation by Angle
2
3
:Normal to Selected Beam
Assign menu > Shell/Area > Local Axes
2
ETABS
Similar Stories
Assign menu > Shell/Area
Assign Local Axis
ok
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90
> Local Axes
Angle
1.4DL + 1.7LL
Define menu>Static Load Cases
Load
DEAD
Live
Static Load Case Name
DEAD
Type
Load
0
Reducible Live
Quake
Type
EX
Load
Auto Lateral Load
0
Modify Load
User Coefficient
User Define
Modify Lateral Load
X
C
Type
ABI
R
Y
Y Dir +
0.3 x 2.75 x1
7
Live
X
Seismic Loading
0.1178
X
EX
EYL EYR EXB EXT
X Dir - Eccen Y
X Dir + Eccen Y
5
40
EY
Y Dir - Eccen X
Eccen X
Auto Lateral
None
Quake
EZ
Load
Fv
0.7 AIW p
EY EX
Self weight Multiplier
Floor
Other
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Wall
ETABS
Select
Assign
Shell/Area Loads
Frame/Line Loads
Joint/Point Loads
- Joint/Point Loads
Select Objects
Assign Objects
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- Frame/Line Loads
- Shell/Area Loads
0.01m x 2000 kg/m3
= 20 kg/m2
0.030m x 2100 kg/m3
= 63 kg/m2
0.10m x1300 kg/m3
= 130 kg/m2
2x0.1m x 0.25m x 2500 kg/m3
= 125 kg/m2
100 kg/m2
= 100 kg/m2
0.05m x 2500 kg/m3
= 125 kg/m2
0.015m x 1300 kg/m3
= 19.5 kg/m2
0.005m x 1600 kg/m3
= 8 kg/m2
= 590 kg/m2
=
0 kg/m2
2x0.1m x 0.25m x 2500 kg/m3
= 125 kg/m2
100 kg/m2
= 100 kg/m2
0.05m x 2500 kg/m3
= 125 kg/m2
0.015m x 1300 kg/m3
= 19.5 kg/m2
0.005m x 1600 kg/m3
= 8 kg/m2
=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
Static Load Case Name
Self-Weight Multiplier
DEAD
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DEAD
Deck
Section
W
W
Wr hr
tc ) Wd
Sr
0.1x0.25
2.5(
0.05) 0
0 .5
Wc (
0.25t / m 2
,
DEAD
530 250
280 Kg / m 2
Similar Stories
Replace Exiting Loads
Assign menu > Shell/Areas Loads > Uniform
Load
Gravity
DEAD
kg-m
Live
One Story
Similar Stories
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Assign menu > Frame/Line Loads > Distributed
Gravity
Force
DEAD
kg-m
Replace Exiting Loads
Delete Existing Loads
One Story
Wall
Other
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Wall
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
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) 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
) 0.9 DL
EZ
XB
YL
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)
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Absolute (ABS)
SRSS
ADD
Define Combination
Modify
Delete
1.4DEAD +
1.7LIVE
DEAD
Add
LIVE Static Load
Scale Factor
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
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) 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 >
Concrete Frame Design
Design Code
ACI 318-99
Preferences > Concrete Frame Design
Preferences
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)
Omega
ACI 318-2005/IBC 2003
Define menu > Special Seismic Load Effects
Rho
ETABS
Define
Define Mass Source
menu > Mass Source
Mass Defination
From Self and Specified Mass
Additional Area Mass ,
Additional Line Mass , Additional Point Mass
Assign
Link
ETABS
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From Loads
g
ETABS
Add
Delete
Modify
Z
From Self and Specific Mass and Loads
Include Lateral Mass Only
Z
Y X
Lump Lateral Mass at Story Levels
Assign
Assign menu > Joint/Point > Restraints (Supports)
Restraints
Fast
Restraints
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Select menu > by Line Object Type>Beam
Assign menu > Frame/Line > Frame Property Modifiers
Analysis Property Modification Factors
Select
Assign
menu > by Line Object Type>Column
menu > Frame/Line > Frame Property Modifiers
Analyze menu > Set Analysis Options
P
.mdb Access
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Building Active Degrees of Freedom
Set P-Delta Parameters
ETABS
P
Include P-Delta
P
Initial P-Delta Analysis P
P
Non-Iterative -- Based on Mass
P
Stick Model
P
Iterative -- Based on Load Cases
P
P
P
P
P
Iteration Controls
P
P-Delta Load Combination
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
P
P
Display
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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
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Include Point Object Loads
Show Loading Values
Show Shell/Area Loads
Load
Load Case
Type
Uniform Load Values
Wind Pressure
Temperature Values
Display menu > Show Deformed Shape
ok
Scale Factor
Cubic Curve
Display menu > Show Mode Shape
Cubic Curve
ok
Scale Factor
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Display menu > Show Member Forces/Stress Diagram
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Display menu > Show Member Forces/Stress Diagram > Support/Spring
Point Reaction Forces
Reactions
Load
Static load case(linear)
Response Spectrum case
Load Combination
Type
Display menu > Show Member Forces/Stress Diagram > Frame/Pier/ Spandrel
Member Force Diagram for Frames
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Forces
Load
Component
Inplane Moment
Inplane Shear
Inplane
ETABS
Auto
Scale Factor
Scaling
ETABS
ETABS
Options
Preference
Options
Fill Diagram
Show Value
Fill Diagram
Show Value on Diagram
Fill Diagram
Fill Diagram
Show Value on Diagram
Include
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