Etabs 9.7.4_Full [MF]

 

For nearly 30 years, ETABS has been recognized as the industry standard for Building Analysis and Design Software. Today, continuing in the same tradition, ETABS has evolved into a completely integrated building analysis and design environment. The system built around a physical object based graphical user interface, powered by targeted new special purpose algorithms for analysis and design, with interfaces for drafting and manufacturing, is redefining standards of integration, productivity and technical innovation. 

The integrated model can include moment resisting frames, braced frames, staggered truss systems, frames with reduced beam sections or side plates, rigid and flexible floors, sloped roofs, ramps and parking structures, mezzanine floors, multiple tower buildings and stepped diaphragm systems with complex concrete, composite or steel joist floor framing systems. Solutions to complex problems such as panel zone deformations, diaphragm shear stresses, and construction sequence loading are now at your fingertips. 

ETABS is the solution, whether you are designing a simple 2D frame or performing a dynamic analysis of a complex high-rise that utilizes non-linear dampers for inter-story drift control.

• Object Based Graphical Interface

• Model Templates for Most Steel & Concrete Building Systems
• Models Created Using Building Terminology
• Beam/Column/Brace Frame Objects
• Wall/Slab/Deck Shell Objects with Internal Meshing
• Story Definitions using the Concept of Similar Stories
• Common Labeling of Objects between Similar Stories
• Complex 2D and 3D Shear Walls Interacting with Beams & Columns
• Integrated Graphical Section Designer for Complex Frame Shapes
• Editing with Move, Merge, Mirror and Replicate
• Accurate Dimensioning with Guidelines and Snapping
• Rigid, Semi-Rigid and Flexible Floor Diaphragm Definitions
• Powerful Extrusion Command for Generating Ramps
• Auto Line Constraints for Mismatched Wall Meshes
• Quick Draw Options for Object Creation
• Draw Command for Easily Adding Openings to Floors
• Support for Multiple Coordinate Systems
• Powerful Grouping and Selection Options
• Automatic Generation of Code Lateral Wind and Seismic Loads
• Automatic-Permutation of Wind Directions and Eccentricities
• Transfer of Loads from Decks/Slabs to Beams and Walls
• Vertical Area Loads in Any Shape or Configuration
• Cracked Properties – Property Modification Factors
• Gravity, Pressure and Thermal Loading
• Wind Loading on Open Structures
• Sequencing Allowing Adding or Removing Objects/Loads/Supports
• Buildings with Base Isolation and Inter-Story Dampers

ETABS ANALYSIS

• Static/Dynamic Analysis for Frame and Shear Wall Buildings (N, P)
• Response Spectrum Analysis with Eigen or Ritz Vectors (N, P)
• P-Delta Analysis (N, P)
• Automated Center of Rigidity Calculations (N, P)
• Rigid, Semi-Rigid, Multiple and Flexible Floor Diaphragms (N, P)
• Frame Objects Drawn as Members – Automatically Meshed (N, P)
• Automatic Meshing of Decks/Slabs for Diaphragm Analysis (N, P)
• Wall/Slab/Deck Modeled with Shell, Plate or Membrane Types (N, P)
• Applied Force and Ground Displacement Loading (N, P)
• Seismic Acceleration or Displacement Time History Analysis (N, P)
• Wind Load Forcing Functions (N, P)
• Explicit Panel-Zone Deformations (N, P)
• Effects of Beam-Column Partial Fixity (N, P)
• Construction Sequence Loading Analysis (N)
• Frame Hinges for Axial, Flexural, Shear & Torsional Behavior (N)
• Nonlinear Static Pushover Analysis (N)
• Viscous Dampers (N)
• Base Isolators (N)
• Gap Object for Structural Pounding (N)
• Nonlinear Time History Analysis with the Wilson FNA Method (N)
• Large Displacement Analysis (N)
• Sequential Construction Analysis (N)

SEQUENTIAL CONSTRUCTION (N)
• Model Effects of Construction or Demolition
• Specify Active Structure by Stories or Groups
• Geometric Nonlinear P-Delta and Large Displacements
• Sequential Construction Load Cases for Design
• User Defined Loading

PUSHOVER ANALYSIS (N)
• FEMA 273, ATC-40
• Force-Deformation Relations for Steel & Concrete Hinges
• Modal, Uniform, or User Defined Lateral Load Patterns
• Capacity Spectrum Conversions
• Effective Damping Calculation
• Demand Spectrum Comparisons
• Performance Point Calculation
• Summary Reports including Plastic Hinge Deformations

ETABS DESIGN

• Steel Frame Design for AISC-ASD & LRFD, UBC, British, Canadian,
Italian and Euro Codes
• Concrete Frame Design for ACI, UBC, British, Canadian, New
Zealand, Indian, Mexican and Euro Codes
• Composite Beam Design for AISC-ASD & LRFD, British and Canadian
• Concrete Shear Wall Design for American, British & Canadian Codes
• Automated Steel Joist (K or KCS) Selection
• Design for Static and Dynamic Loads
• Floor Vibration Analysis with Murray Damping
• Automatic Calculation of Moment Magnification Factors
• Automatic Calculation of K-Factors & P-Delta Effects
• Steel Frame Design Offers Automatic Member Selection
• Seismic Requirements for Special Moment-Resisting Frames
• Automatic Tributary-Area Live Load Reduction
• Graphical Section Designer for Complex and Built-Up Shapes
• Special Moment Beam Types for Steel Frames
• Virtual Work Based Optimization for Lateral Deflections
• Camber and Stud Requirements for Composite Beams
• Grouping for Design Envelopes
• Designed for Biaxial-Moment/Axial-Load Interaction
• Seismic Check of Beam/Column Joints in Concrete Frames
• Automated Effects of Panel-Zone Deformations on Lateral Drift
• Doubler Plate and Continuity Plate Design
• Seismic Design for Concentric/Eccentrically Braced Steel Frames
• Display of Reinforcing for Columns, Beams and 3D Shear Walls
• Shored and Un-Shored Design for Composite Beams




Etabs Full CD:

http://www.mediafire.com/?7yad1moccccw2

http://www.mediafire.com/?jlj63lvht478q

 

Cra**k:

http://www.mediafire.com/?akaek0ta692sp

 

User guide:

http://www.mediafire.com/?5fk7c392q62au

 

Tutorial videos:

http://www.mediafire.com/?bg2538mrebtzg

 

Mediafire unlock password: nhawe

Desain Gedung Bertingkat dengan Menggunakan ETABS dan SAP 2000

Gambar Desain dengan ETABS v.9.5

Gambar Desain dengan SAP 2000 v.15

Didalam merencanakan bangunan tahan gempa ada banyak hal yang harus kita ketahui terlebih dahulu, agar nantinya tidak ada kerancuan. Satu hal yang pasti, sebagai seorang civil engineer sudah seharusnya mengetahui dasar ilmu teknik sipil diantaranya analisa struktur, mekaika teknik, statika dan mekanika bahan dan banyak lagi yang harus diketahui lebih dahulu. Dalam mendesain bangunan tahan gempa ini kita juga harus mengetahui landasan teori atau peraturan (Building Code) yang akan kita gunakan, dalam hal ini untuk kita yang berada di Indonesia tercinta ini kita memiliki peraturan seperti :

1. SNI 03-2847-2002, Tata cara perhitungan struktur beton untuk bangunan gedung
Download

2. SNI 03-1726-2010, Tata Cara Perencanaan Ketahanan Gempa Untuk Rumah & Gedung

                                    Indonesia Terbaru 2010  Download

3. SNI 03-1727-1989, Tata Cara Perencanaan Pembebanan Untuk Rumah dan Gedung

4. SNI 03-1729-2002, Tata Cara Perencanaan Bangunan Baja Untuk GedungDownload

Buat teman-teman yang ingin mengunduh SNI langsung dari BSN bisa langsung klik pada link berikut ini:

Download

Untuk tahapan perencanaannya nanti akan saya jelaskan lebih lanjut.......

See you tomorrow...!!!

Tutorial Cara Mencari Berat Struktur Pada Program ETABS Nonliner 8

Kalo pada artikel sebelumnya kami sudah memberikan tutorial mencari berat struktur tiap lantai pada program SAP 2000, maka pada tutorial ini kami berikantutorial cara mencari berat struktur tiap lantai pada program ETABS, tidak jauh berbeda dengan program SAP 2000, karena memang SAP 2000 dan ETABS nonlinear ini berasal dari satu perusahaan yang sama yakni Computer and Structure. Inc , CSI Barkeley di Amerika Serikat, seperti yang pernah kami sampaikan sebelumnya, bahwa berat struktur ini nantinya bisa kita gunakan untuk mencari gaya geser gempa yang dapat kita masukan dalam model struktur kita sebagai beban pendekatan akibat gempa, sehingga untuk mencari berat struktur ini, kita tidak perlu mencari berat struktur secara manual satu persatu tiap lantai, Berikut tutorialnya….

1. Kelompokan masing-masing lantai dengan menggunakan fasilitas group yang ada di program ETABS, sehingga dalam kotak dialog group ETABS tampak seperti dibawah ini LT1 dan LT2, jika belum tahu cara mengelompokan struktur tiap lantai lihat artikel sebelumnya tutorial yakni “mencari berat struktur tiap lantai pada program SAP 2000 ”, caranya sama

2. Pilih menu display kemudian pilih set input table mode

3. Akan keluar kotak dialog seperti dibawah ini, aktifkan ceklist groups dan mass lalu OK

4. Pada kotak dialog dibawah ini pilih group masses and weights, lihat gambar dibawah

5. Jika benar akan tampil kotak dialog seperti dibawah ini, berat lantai 1 dan 2 di tandai pada lingkaran merah pada kolom selfweight

6. Selesai, tunggu tutorial argajogja berikutnya

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