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: 6002 STAAD PRO :

. )(BREADG GENERAL 1 PROPERTES 2 LOAD 3 SPACE 4 SUPPORT 5 MATERIAL ANALYSIS DESIGN 02 %

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: . SETUP.EXE

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1- )(I HAVE UNDERSTOOD THE INSTALLATION PROCESS AND AM READY TO PROCEED

2- . NEXT

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3- I ACCEPT THE TEMS OF THE LICENSE AGREEMENT 4- NEXT

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5- 6- I AM UNDER BENTLY SELECT CONTRACT 7- YES

8- NEXT : 5

9- HASP NEXT

01- CHANGE NEXT

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NEXT

21- )(US ENGLISH

31- )(METRIC/ SI

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MAGNITUDE

: 23 C:\WINDOWS\system 41- YES 51- C:\SPro2006\STAAD\SProSDyne 6002 C:\SPro Hardlock

REIASSISTANT

71- ACTIVATE : 8

81- ACTIVATE BENTLY SELECT SERVER .

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: NEW. FILE NEW

1- PLANE )1-1( SPACE PLANE FLOOR TRUSS

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2- 3- 4- . 5- .

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SNAP BEAM SNAP PLATE SNAP SOLID 2- . 3- . 4- )(NODE : 11

1- )(SNAP

5- . 6- .

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staad pro

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RADIAL X-X 3 X 52.1 Z . 52.3 081

1- 2- 3- 4- 5- 6- 7-

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1- ) ( 2- . 3- EDIT 4- COPY 5- 6- 7- )ATOCAD 2004 DXF (.*DXF) OR ATOCAD 2007 DXF (.*DXF FILE SAFE AS 8- STAAD PRO FILE 9- IMPORT

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STAAD PRO

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Y UP ) (X - Z ) ( Y ) (X Z

1- ) (CTRL +A .

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OK

2- . 3- . 4- . : 91

TRANSLATION REPEAT

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) 2 ( ) ( 1- 2- 3- 4-

1- 2- 3- 4- 5-

1-

DELETE ADD BEEMS

6 6 NODE COPY PASTE NODES

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6 ADD BEAMS

VIEW

VIEW SELECTED OPJECT ONLY

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2- 1- VIEW 2- VIEW SELECTED OBJECTES ONLY

NODE

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3- ADD BEAMS

4-

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5- move move

GENERAL

1- SELECT BEAMS PARALLEL TO Y 2-

SELECT SELECT BY INVERSE

BEAMS PARALLEL TO Y INVERSE BEAM SELECTION

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PROPERTIS

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SELECT BY INVERSE INVERSE BEAM SELECTION

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SUPPORTS

LOADS

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1- 2- 3- 4-

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1-

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2-

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3- 4- General Load

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1- analysis / print perform Analysis no print

2- Analysis

Run Analysis

Safe

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Staad output

1- 2- 3-

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Mz Mx Fy Fx My Mz

:1- ) ( . 2- Post processing

Diagram

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1 My Mz . 2 ) Mx ( Torsion . 3 Space Floor Editor .

)(Shaft + N

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General Space Beam

My Mz start End

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select

Torsion Mx Torsion 01 Torsion

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Space Floor

***WARNING - INSTABILITY AT JOINT 494 DIRECTION = MZ 494

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Torsion Mx

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DesignDesign Concrete

Fc 2= 21000 kn/m 2Fymine =280 kn/m 2Fysec =280 kn/m 61 =Maxmine 61 = Minmine 8 = Minsec

Reinf select either or spiral column

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Design Beam

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1-

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2- Staad out put

Postprocessing

Results

3 - View Value

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View

Option

Load Labels

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Hanger : )04(I30 I 70 kn/her Space :

Trus beam

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Mirror

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1- )(Truss General Spec Beam Truss Add

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2- Support Create Pinned Add

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General

Property

3- section Data base

1- UB305 X 102 X 28 ST 2- UC305 X 305 X 97 ST 46 3- CH127 X 5 4- UA60 X 30 X 5- UA 66 X 30 X 5 LD

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4 :

:COMMANDS LOADING DEFINITONS WIND LOAD ADD

Intensity 1.1 51.1 52.1 53.1 Height 5.3 7 01 31

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8.0

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08%

: 1- W.L + X 2- W.L X 3- W.L +Z 4- W.L Z

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+ X DIRECTION

- X DIRECTION

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+ Z DIRECTION

-Z DIRECTION

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: Design steel

FYLD YIELD STRENTH OG STEEL Kx EFFECTIVE LENGHT FACTOR OF FLECTAR Ky K VALUE IN Y AXIS .. Kz K VALUE IN Z AXIS .

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FYLD = 280000 Kn/M 1 = Kx 1 = Ky 1 = Kz

2

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ASSIGN TO VIEW

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POST PROCESSING BEAMS UNITY CHECK

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)(TANK1 - : ) ( SPEC

: 1- 2- D.L 3- . 2- GENERAL PROPERTY THICKNESS PLAT / SURFACE THICKNESS 02 03

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3- : GENERATE MESH

4 SUPPORT NODE SELECTION FIXED

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: 1- 2- 3- 4-

Shift + T

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) (X & Y Mx &My 1 )(W.P

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Z : Z

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)W1( Min Global Axis

)W2( Max Global Axis Z ) 05- (

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-50 GY 2- D.L Finishing Loads : 67

= 5.1

3- L.L 2 5 kn / m

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4- :

Analysis plate stress

OK

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Design

: Concrete

2 FC = 20000 Kn/m 2 Fy = 280000 Kn/m

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Command Design slab

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: 1- 2- 3- : 1- Share wall 2- Core 3- frames 4- : 1- 2- 3- 4- 5- 6- 1- 2- 3- 6 Space Fixed Share wall = 30 cm width 7.0 *3.0 6.0*52.0

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3.0

: 1- 2- D.L 3- L.L

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Command

loading

Definitions

: Seismic Load 7991 UBC Tors

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S.L +x S.L x S.L +z S.L -z 46 -56

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D.L = -22 Kn/m = -10 Kn/m self weight -5 Kn/m 2Floor load = - 5.25 Kn/m L.L 2Floor load = - 4 Kn/m

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) (Combined load

: : ) D.L+L.L+(S.L x

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:

) (S.L +x ) (S.L-x ) (S.L +z )(S.L -z

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00082 = Fc 000053 = Fy mine 000053 = Fy sec 02 = Max main 02 = Min main 01= Min sec

54 Grade

General

Spec Beam My

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:Design Footing

2Bc =170 Kn/m Clear= 0.07 m 7 2 Fc = 21000 Kn/m 2Fy= 280000 Kn/m 3.1 =Ratio ) 61 ( "6 = Reinf 2= Track 3.1 = Ratio

Command Add

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Plates 9.0

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Plate Post processing Node Base pressure

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Bridge

Simply support Floor : 4.0 * 1 3.0*7.0 : Binned

: Command loading Definitions Vehicle Load 1- Define Load 2- AASHTO 3- File input 3.0

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Add

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AATSHO Add

: Load Generation

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Load Generation Type

Add : 001

Add

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Envelope Post processing

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