STAAD Pro V8i ‐PENGENALAN‐ IBU PEJABAT IBU PEJABAT JABATAN KERJA RAYA MALAYSIA DISEDIAKAN OLEH: MOHD FAIZ BIN SHAPIAI JURUTERA AWAM JABATAN KERJA RAYA (D) BATU PAHAT NO.TEL: 012-7559936 EMEL:
[email protected]
Staad Pro V8i‐Pengenalan
PENGALAMAN KERJA 1. JURUTERA PERUNDING MADANI SDN. BHD. ‐ Jurutera Awam ‐ (Jun 2006 – Februari 2007) 2. CAWANGAN KERJA PENDIDIKAN (CKP), IP JKR MALAYSIA ‐ Pen. Pengarah, Unit Sivil & Struktur ‐ (Mac 2007 – (M 2007 Oktober Ok b 2007) 3. CAWANGAN KEJURUTERAAN AWAM, STUKTUR & JAMBATAN (CKASJ), IP JKR MALAYSIA ‐ Pen. Pengarah, Bah. Struktur, Pendidikan Pen. Pengarah, Bah. Struktur, Pendidikan & Pengajian & Pengajian Tinggi ‐ (Oktober 2007 – Disember 2011) 4. JABATAN KERJA RAYA (D) BATU PAHAT, JOHOR ‐ Jurutera Jalan 1, Bah. Projek Jalan & PTB ‐ (Januari 2012 – Kini)
JABATAN KERJA RAYA MALAYSIA
Staad Pro V8i‐Pengenalan
PENDAHULUAN 1. 2. 3. 4. 5.
Sebuah perisian Analisis dan Merekabentuk Kaedah Graphical User Interface (GUI) GUI Æ Analisis, Rekabentuk, Output secara garfik. Digunakan dalam JKR sejak dahulu lagi. Perisian analisis dan rekabentuk yang menyeluruh bagi: i) Keluli ii) Konkrit Bertetulang K ki B l iii) Kayu iv) Aluminium
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Staad Pro V8i‐Pengenalan
PENDAHULUAN Jenis‐Jenis Struktur ; i)
Space Structure – 3‐dimensi framed structure dengan beban dikenakan pada semua arah plane
ii)
Plane Structure – Sistem koordinat pada dimensi Global X‐Y dengan beban dikenakan pada plane yang sama.
iii) Truss Structure – Struktur Kekuda dengan beban daya(axial forces) dikenakan dan tiada lenturan pada member. iv) Floor Structure – struktur 2/3‐dimensi dengan tiada pergerakan ufuk (global X/Z) pada struktur (FX, FZ & MY dikekang pada setiap joint.
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SPACE
PLANE
TRUSS
FLOOR
Degrees of Freedom JABATAN KERJA RAYA MALAYSIA
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PENDAHULUAN Sistem Unit; i)
Unit samada dalam unit SI atau Imperial
ii)
Bagi sudut(angle) atau sudut(angle) atau putaran(rotation) adalah putaran(rotation) adalah dalam unit unit ‘degrees’ manakala dalam Output Joint‐Displacement, nilai putaran adalah dalam ‘Radian’.
Y
y
x
X
Sistem Koordinat; i)
Global Coordinate System
‐
Arbitary Coordinate System dalam sistem space yang mana paten beban paten beban yang yang dikenakan dikenakan pada struktur pada semua arah geometri (cth: Global‐Y, Global‐X, Global‐Z)
‐
Right Hand Rule sebagai panduan dalam menentukan lokasi joint dan arah beban
ii) Local Coordinate System ‐
Berpandukan antara sesuatu member (secara individu) dan digunakan dalam Member End Force Output atau pada local load specification JABATAN KERJA RAYA MALAYSIA
z
Z
Staad Pro V8i‐Pengenalan
PENDAHULUAN Elemen; i)
Node
ii)
Member
iii) Plate/Shell/Surface
j
Member i
Solid Element
Nodes
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Staad Pro V8i‐Pengenalan
MODELLING
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Staad Pro V8i‐Pengenalan
MODELLING
Menu Bar
Tool Bar
Data Area M d Mode Page C Control l
Main Window
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Staad Pro V8i‐Pengenalan
i
MODELLING GENERAL: i) Property ii) Spec ii) Spec iii) Support iv) Load v) Material
ii 1
iii iv
v JABATAN KERJA RAYA MALAYSIA
Staad Pro V8i‐Pengenalan
MODELLING General Member Properties; i)
Prismatic Property Specifications Prismatic Property Specifications
ii)
Standard Steel Shapes from built‐in Section Library
iii) User Created Steel Tables i ) Tapered Sections iv) T d S ti v)
Through Assign Command
vi) Curved Specification
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MODELLING
i
General i) Spec ‐ Node ‐ Beam ‐ Plate
ii
1
iii
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MODELLING General i) Beam ‐ Member Specification ‐ Release ‐ Offset ‐ Cable ‐ Truss ‐ Compression ‐ Tension ‐ Inactive ‐ Fire Proofing Fire Proofing ‐ Imperfection ‐ Property Reduction Factors
ii
*Tambahan option dalam STAAD Pro V8i iaitu ‘Property Reduction Factors’
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MODELLING General i) Support ; ‐ Fixed ‐ Pinned ‐ Fixed But ‐ Enforced ‐ Enforced But ‐ Multilinear Spring ‐ Foundation ‐ Inclined ‐ Tension/Compression Only Springs
2
1
*Tambahan option dalam STAAD Pro V8i iaitu ‘Tension/Compression Only Springs’
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Staad Pro V8i‐Pengenalan
1
MODELLING GeneralÆ Load i) Definition: ‐Vehicle Vehicle Definition Definition ‐ Time History Definition ‐ Wind Definition ‐ Snow Definition ‐Seismic Definition ‐Pushover Definitions ‐Direct Analysis Definition ii) Load Cases Detail: Load Cases Detail a) Primary b) Load Generation c) Define Combination ) f d) Auto Load Combination iii) Load Envelopes
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2
*Tambahan Load & Definition dalam STAAD Pro V8i iaitu ‘Pushover Definitions’ dan ‘Direct Analysis Definition’ serta ‘Envelopes’
Staad Pro V8i‐Pengenalan
1
MODELLING GeneralÆ Load Load Items i) Self weight ii) Nodal Load iii) Member Load iv) Area Load v) Floor Load vi) Plate Load Plate Load vii) Surface Load viii) Solid Load ix) Temperature Load x) Seismic Load xi) Time History xii) Wind Load xiii) Snow Load Snow Load xiv) Response Spectra xv) Repeat Load xvi) Frequency xvii) ii) Physical Member Load h i l b d JABATAN KERJA RAYA MALAYSIA
2
Staad Pro V8i‐Pengenalan
ANALYSIS/PRINT 2 1
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3
Staad Pro V8i‐Pengenalan
ANALYSIS/PRINT (samb.) 1 STAAD Pro 2005
2
STAAD Pro V8i
Analysis/Print Commands: i) Perform Analysis ii) PDelta Analysis iii) Perform Cable Analysis Perform Cable Analysis iv) Perform Imperfection Analysis v) Change vi)) Nonlinear Analysis y vii) Perform Direct Analysis viii) Generate Floor Spectrum ix) Perform Buckling Analysis x) Perform Pushover Analysis
*Tambahan option dalam STAAD Pro V8i iaitu ‐‘Perform Direct Analysis’ Generate Floor Spectrum Floor Spectrum’ ‐‘Generate ‐‘Perform Buckling Analysis’ ‐‘Perform Pushover Analysis’
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Staad Pro V8i‐Pengenalan
ANALYZE 1
2
Analysis Option: ‐ Staad Analysis y y ‐ Stardyne Advanced Analysis JABATAN KERJA RAYA MALAYSIA
3
Staad Pro V8i‐Pengenalan
MODE : POST PROCESSING N d Displacement Node ‐ Di l
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Staad Pro V8i‐Pengenalan
MODE : POST PROCESSING Node Reactions Node ‐
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Staad Pro V8i‐Pengenalan
MODE : POST PROCESSING Beam ‐ Forces Beam
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Staad Pro V8i‐Pengenalan
MODE : POST PROCESSING Beam ‐ Stresses Beam
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Staad Pro V8i‐Pengenalan
MODE : POST PROCESSING Beam ‐ Graphs Beam
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MODE : POST PROCESSING Animation ‐ Animate Animation
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MODE : POST PROCESSING Reports ‐ Reports Reports
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Staad Pro V8i‐Pengenalan
OPTIONS Diagrams; i)
Structure
ii)
Loads and Results Loads and Results
iii) Scales iv) Labels v))
F Force Limits Li it
vi) Animation vii) Design Results
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Staad Pro V8i‐Pengenalan
STAAD EDITOR Mempunyai: i)
Structure Type
ii)
Job Information Job Information
iii) Unit iv) Joint Coordinate ‐ STAAD Editor STAAD Edit
v))
M b I id Member Incidences
vi) Surface Incidences vii) Property Material viii) Member Property ix)
Support
x)
Spec
xi)
Load
xii) Perform Analysis xiii) Design Properties, etc.
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Staad Pro V8i‐Pengenalan
MODELLING DESIGN‐ Concrete 1.
1
Bagi Konkrit Bertetulang menggunakan panduan BS8110 Parameters : ‐ Brace – Select brace parameter ‐ Clear – Distance from surface of member to edge of main reinforcement ‐ Depth – Depth – Depth of Cross Section to be used in Beam design Depth of Cross Section to be used in Beam design ‐ Eface – Distance from end node of beam to face support for shear design ‐ Ely – Member length factor about local Y direction ‐ Elz – Member length factor about local Z direction ‐ Fc – F Compressive strength of concrete C i t th f t ‐ Fymain – Yield strength of main reinforcement ‐ Fysec – Yield strength of shear reinforcement ‐ Maxmain – Maximum size of main reinforcement ‐ Minmain – Minimum size of main reinforcement ‐ Minsec – Minimum size of shear reinforcement ‐ Mmag – Factor by which moments are magnified (Column Design) ‐ Nsection – Number of equality spaced section used to find critical design moment (beam design) ‐ Serv – Servicability Parameter ‐ Sface – Distance from start node of beam to face support for shear design ‐ Sra – Orthogonal Reinforcement Layout (Slab Design) g ‐ Width – Width of Cross Section to be used in beam design *Tambahan Design Code dalam ‐ Track – Select track parameter
2
STAAD Pro V8i iaitu EUROCODES ‐EC2
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Staad Pro V8i‐Pengenalan
MODELLING DESIGN‐ Steel 1.
1
Bagi Keluli menggunakan panduan BS5950 Parameters : ‐ AD – Distance Between the reference axis and the axis of restraint ‐ Beam – Beam parameter (design member) ‐ CB – CB – Cb value used to calculate Mb Cb value used to calculate Mb ‐ DFF – Deflection limit ‐ DJ1 – Starting node of member for deflection length ‐ DJ2 – Ending node of member for deflection length ‐ DMAX – DMAX Maximum Allowable Depth M i All bl D th ‐ DMIN – Minimum required depth ‐ ESTIFF – Compression member with moments design ‐ KY – K value in local Y‐axis, usually minor axis ‐ KZ – K value in local Z‐axis, usually major axis ‐ LEG – Leg Value from 0 to 7, 10, 11 (fastener) ‐ LVV – Leg length for Lvv as per Lyy ‐ LY – Slenderness ratio’s length in local Y‐axis ‐ LZ– Slenderness ratio’s length in local Z‐axis ‐ MAIN – Design for Selnderness (check slender, main structural, sec. member and bracing member) ‐ MLT – Equivalent uniform moment factor for LTB (see cl:4.8.3.3.4) ( ) Design Length relating to automatic calculation of MLT g g g ‐ MLT(REST) – ‐MX– Equivalent uniform moment factor for Major Axis Flexural Buckling *Tambahan Design Code dalam STAAD Pro V8i iaitu EUROCODES –EC3
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2
Staad Pro V8i‐Pengenalan
MODELLING DESIGN‐ Steel 1.
Bagi Keluli menggunakan panduan BS5950 Parameters : ‐ MX(REST) – Design Length relating to automatic calculation of MX ‐ MY – Equivalent uniform moment factor for Minor Axis Flexural Buckling ‐ MY(REST) – MY(REST) – Design Length relating to automatic calculation of MY Design Length relating to automatic calculation of MY ‐ MYX – Equivalent uniform moment factor for Lateral Flexural Buckling ‐ MYX(REST)– Design Length relating to automatic calculation of MYX ‐ NSF – Net Section factor for tension members ‐ NT – NT Slenderness correction factor (G.4.3) Sl d ti f t (G 4 3) ‐ PNL – Tranverse stiffener spacing ‐ PY – Design Stregth of Steel ‐ RATIO – Permissible Ratio of applied loading to section capacity ‐ SAME – Control of section to try during a select process ‐ SBLT – Select type of section ( rolled/welded/cold formed section) ‐ SGR– Steel grade of steel ‐ SWAY – Load case for factoerd amplified sway moments ‐ TRACK – Track parameter (print output) ‐ UNF – unsupportes length as a factor of actual member ‐ UNL – unsupportes length for allowable bending stress yp ‐ WELD – weld type selection
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Staad Pro V8i‐Pengenalan
STAAD OUTPUT
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Staad Pro V8i‐Pengenalan
JABATAN KERJA RAYA MALAYSIA