Tutorial Staad
Páginas: 6 (1346 palabras)
Publicado: 4 de abril de 2012
APPLICATION EXAMPLES
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a)
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Getting Started Manual
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b)
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Graphical User Interface (GUI)
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STAAD
F GUI
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STAAD
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1) STAAD
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STAAD
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F GUI F
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2)
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Notepad
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WordPad
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STAAD.Pro
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STAAD.Pro 2005: Application Examples
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File > New
Ex 1 - 1
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Open STAAD Editor
STAAD.Pro 2005: Application Examples
Ex 1 - 2
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GUI
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Edit > Edit Input Command File
STAAD.Pro 2005: Application Examples
Ex 1 - 3
Example Problem 1:Plane frame with steel design
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4m
4m
1.5 (WL) t/m
1.2 (LL)
1.2 (LL)
2m
12 t (LL)
6t
4m
6t
1.6 t/m (LL)
0.8 t/m (WL)
5m
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STAAD PLANE
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STAAD
X
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PLANE
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Y
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Tools > Set Current Input
Unit …
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Meter
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Metric Ton
Geometry >Beam
STAAD.Pro 2005: Application Examples
View From +Z
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Ex 1 - 4
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Snap Node/Beam
Construction Lines:
X : Left = 0, Right = 8, Spacing 1 m
Y : Left = 0, Right = 11, Spacing 1 m
Snap Node/Beam
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Add n Points
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F(
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Geometry > Split Beam
Fn=3
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STAAD.Pro 2005: Application Examples
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Ctrl
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5, 7
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8
4
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Ex 1 - 5
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F7
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3
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Snap Node/Beam
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Snap to existing nodes too
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2
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UNIT METER MTON
JOINT COORDINATES
1 0 0 0 ; 2 0 5 0 ; 3 8 5 0 ; 4 8 0 0 ; 5 0 9 0 ; 6 8 9 0 ; 7 4 11 0 ; 8 2 9 0 ;
9 4 9 0; 10 6 9 0; 11 1.33333 9.66667 0; 12 2.66667 10.3333 0;
13 5.33333 10.3333 0;14 6.66667 9.66667 0; 15 2.66667 5 0; 16 5.33333 5 0;
MEMBER INCIDENCES
1 1 2; 2 2 15; 3 3 4; 4 2 5; 5 5 8; 6 6 3; 7 5 11; 8 7 13; 9 8 9; 10 9 10;
11 10 6; 12 11 12; 13 12 7; 14 13 14; 15 14 6; 16 11 8; 17 8 12; 18 12 9;
19 9 13; 20 13 10; 21 10 14; 22 15 16; 23 16 3;
STAAD.Pro 2005: Application Examples
Ex 1 - 6
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Section Database
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General > PropertyProperties – Whole Structure
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South Korean
Material
View Table
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W350X350X137
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350
.. F
350
W250X250X72, W500X200X79, W450X200X66
Use Cursor To Assign
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..
137
. ./ .
L100X100X10
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Ref 1: 1, 3, 6 →
Ref 2: 4 →
STAAD.Pro 2005: Application Examples
Ex 1 - 7
Ref 3: 2, 22, 23 →
Ref 4: 5, 7-13 →
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Ref 5: 16-21 →F
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MEMBER PROPERTY KOREAN
1 3 6 TABLE ST W350X350X137
4 TABLE ST W250X250X72
2 22 23 TABLE ST W500X200X79
5 7 TO 15 TABLE ST W450X200X66
16 TO 21 TABLE ST L100X100X10
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ST
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16-21
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Ctrl
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Commands > Member Specifications > Truss…
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General > Spec
Truss
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Add
STAAD.Pro 2005: Application ExamplesBeam…
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Specifications – Whole Structure
MEMBER TRUSS
Ex 1 - 8
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Assign To Selected Beams
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Assign
MEMBER TRUSS
16 T O 21
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2
Beam…
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Release
Add
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Assign
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(MZ released)
F MZ
Start
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2
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MEMBER RELEASE
2 START
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Meter
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Tools > Set Current Input Unit…
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Centimeter
General >Material
Create
Young’s Modulus (E) :
2.05e6
Poisson’s Ratio (nu) :
7.85
Kilogram
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kg/cm2
0.3
Density :
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Metric Ton
Assign To View
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kg/cm3
Assign
Command > Material Constants > Density…
Command > Material Constants > Elasticity…
STAAD.Pro 2005: Application Examples
FF
7.85
FF
2.05e6
Ex 1 - 9
Command > Material Constants >...
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F
a)
F
FF
F
Getting Started Manual
F
b)
F
F
FF
F
Graphical User Interface (GUI)
F
STAAD
F GUI
FF
F
F
F
F
STAAD
F
F
1) STAAD
F
F
F
F
F
F
F
STAAD
F
F GUI F
FF
F
F
F FF F
F
FF F
F
2)
FF
F
F
F
F
F
F
Notepad
FF
F
WordPad
F
FF FF
STAAD.Pro
F
F
F
STAAD.Pro 2005: Application Examples
F
F
F
F
F
F
F
File > New
Ex 1 - 1
F
F
F
Open STAAD Editor
STAAD.Pro 2005: Application Examples
Ex 1 - 2
F
F
F
F
F
F
F
F
F
GUI
F
F
F
Edit > Edit Input Command File
STAAD.Pro 2005: Application Examples
Ex 1 - 3
Example Problem 1:Plane frame with steel design
F
F
F
F
F
F
F
F
4m
4m
1.5 (WL) t/m
1.2 (LL)
1.2 (LL)
2m
12 t (LL)
6t
4m
6t
1.6 t/m (LL)
0.8 t/m (WL)
5m
F
F
F
FF
STAAD PLANE
F
FF
F
STAAD
X
F
F
F
PLANE
F
Y
F
F
F
F
Tools > Set Current Input
Unit …
F
F
F
F
Meter
FF
Metric Ton
Geometry >Beam
STAAD.Pro 2005: Application Examples
View From +Z
F
Ex 1 - 4
FF
Snap Node/Beam
Construction Lines:
X : Left = 0, Right = 8, Spacing 1 m
Y : Left = 0, Right = 11, Spacing 1 m
Snap Node/Beam
F
F
F
F
F
F
Add n Points
5
F
F(
F
Geometry > Split Beam
Fn=3
F
STAAD.Pro 2005: Application Examples
F
Ctrl
F
5, 7
F
F)
F
8
4
F
F
F
Ex 1 - 5
F
F
F7
F
8
3
F
F
FF
Snap Node/Beam
F
Snap to existing nodes too
F
F
F
F
2
F
F
F
F
F
UNIT METER MTON
JOINT COORDINATES
1 0 0 0 ; 2 0 5 0 ; 3 8 5 0 ; 4 8 0 0 ; 5 0 9 0 ; 6 8 9 0 ; 7 4 11 0 ; 8 2 9 0 ;
9 4 9 0; 10 6 9 0; 11 1.33333 9.66667 0; 12 2.66667 10.3333 0;
13 5.33333 10.3333 0;14 6.66667 9.66667 0; 15 2.66667 5 0; 16 5.33333 5 0;
MEMBER INCIDENCES
1 1 2; 2 2 15; 3 3 4; 4 2 5; 5 5 8; 6 6 3; 7 5 11; 8 7 13; 9 8 9; 10 9 10;
11 10 6; 12 11 12; 13 12 7; 14 13 14; 15 14 6; 16 11 8; 17 8 12; 18 12 9;
19 9 13; 20 13 10; 21 10 14; 22 15 16; 23 16 3;
STAAD.Pro 2005: Application Examples
Ex 1 - 6
F
F
F
FF
FF
FF
Section Database
F
General > PropertyProperties – Whole Structure
F
F
South Korean
Material
View Table
F
F
W350X350X137
F
350
.. F
350
W250X250X72, W500X200X79, W450X200X66
Use Cursor To Assign
F
F
..
137
. ./ .
L100X100X10
F
Ref 1: 1, 3, 6 →
Ref 2: 4 →
STAAD.Pro 2005: Application Examples
Ex 1 - 7
Ref 3: 2, 22, 23 →
Ref 4: 5, 7-13 →
F
Ref 5: 16-21 →F
F
MEMBER PROPERTY KOREAN
1 3 6 TABLE ST W350X350X137
4 TABLE ST W250X250X72
2 22 23 TABLE ST W500X200X79
5 7 TO 15 TABLE ST W450X200X66
16 TO 21 TABLE ST L100X100X10
F
ST
F
F
F
F
F
F
F
16-21
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F
FFF
Ctrl
F
F
Commands > Member Specifications > Truss…
FF
General > Spec
Truss
F
F
Add
STAAD.Pro 2005: Application ExamplesBeam…
F
Specifications – Whole Structure
MEMBER TRUSS
Ex 1 - 8
F
Assign To Selected Beams
F
Assign
MEMBER TRUSS
16 T O 21
F
F
2
Beam…
F
Release
Add
F
Assign
F
(MZ released)
F MZ
Start
F
F
F
2
F
F
MEMBER RELEASE
2 START
F
F
F
FF
Meter
F
Tools > Set Current Input Unit…
F
Centimeter
General >Material
Create
Young’s Modulus (E) :
2.05e6
Poisson’s Ratio (nu) :
7.85
Kilogram
FF
kg/cm2
0.3
Density :
F
Metric Ton
Assign To View
F
kg/cm3
Assign
Command > Material Constants > Density…
Command > Material Constants > Elasticity…
STAAD.Pro 2005: Application Examples
FF
7.85
FF
2.05e6
Ex 1 - 9
Command > Material Constants >...
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