Modelling G+10 A On Etabs

Last updated 7/2022
MP4 | Video: h264, 1280×720 | Audio: AAC, 44.1 KHz
Language: English | Size: 1.21 GB | Duration: 2h 46m
learn how to Model G+10 a on Etabs

What you’ll learn
How to model on Etabs
how to apply various loads on etabs
basic editing on etabs
analysis and design on etabs
Requirements
Basic knowledge of structural analysis
Description
ETABS is an engineering software product that caters to multi-story building analysis and design. Modeling tools and templates, code-based load prescriptions, analysis methods and solution techniques, all coordinate with the grid-like geometry unique to this class of structure. Basic or advanced systems under static or dynamic conditions may be evaluated using ETABS. For a sophisticated assessment of seismic performance, modal and direct-integration time-history analyses may couple with P-Delta and Large Displacement effects. Nonlinear links and concentrated PMM or fiber hinges may capture material nonlinearity under monotonic or hysteretic behavior. Intuitive and integrated features make applications of any complexity practical to implement. Interoperability with a series of design and documentation platforms makes ETABS a coordinated and productive tool for designs which range from simple 2D frames to elaborate modern high-rises.On this page:Modeling of Structural SystemsLoading, Analysis, and DesignOutput, Interoperability, and VersatilityModeling of Structural SystemsFundamental to ETABS modeling is the generalization that multi-story buildings typically consist of identical or similar floor plans that repeat in the vertical direction. Modeling features that streamline analytical-model generation, and simulate advanced seismic systems, are listed as follows:Templates for global-system and local-element modelingCustomized section geometry and constitutive behaviorGrouping of frame and shell objectsLink assignment for modeling isolators, dampers, and other advanced seismic systemsNonlinear hinge specificationAutomatic meshing with manual optionsEditing and assignment features for plan, elevation, and 3D viewsLoading, Analysis, and DesignOnce modeling is complete, ETABS automatically generates and assigns code-based loading conditions for gravity, seismic, wind, and thermal forces. Users may specify an unlimited number of load cases and combinations.Analysis capabilities then offer advanced nonlinear methods for characterization of static-pushover and dynamic response. Dynamic considerations may include modal, response-spectrum, or time-history analysis. P-delta effect account for geometric nonlinearity.Given enveloping specification, design features will automatically size elements and systems, design reinforcing schemes, and otherwise optimize the structure according to desired performance measures.Output, Interoperability, and VersatilityOutput and display formats are also practical and intuitive. Moment, shear, and axial force diagrams, presented in 2D and 3D views with corresponding data sets, may be organized into customizable reports. Also available are detailed section cuts depicting various local response measures. Global perspectives depicting static displaced configurations or video animations of time-history response are available as well.ETABS also features interoperability with related software products, providing for the import of architectural models from various technical drawing software, or export to various platforms and file formats. SAFE, the floor and foundation slab design software with post-tensioning (PT) capability, is one such option for export. CSI coordinated SAFE to be used in conjunction with ETABS such that engineers could more thoroughly detail, analyze, and design the individual levels of an ETABS model.While ETABS features a variety of sophisticated capabilities, the software is equally useful for designing basic systems. ETABS is the practical choice for all grid-like applications ranging from simple 2D frames to the most complex high rises.
Overview
Section 1: Introduction
Lecture 1 Introduction
Lecture 2 day 2 introduction_to_etabs_user_interface_part_2
Lecture 3 day 3 introduction_to_etabs_user_interface_part_3
Section 2: Basic of modelling
Lecture 4 day 4 material_definition
Lecture 5 day 5 frame_section_modelling
Lecture 6 Day 6 slab_modelling
Lecture 7 day 7 column_and_beam_drawings
Lecture 8 day 8 how_to_draw_slabs
Lecture 9 day 9 how_to_assign_supports
Section 3: Loadings
Lecture 10 day 10 loading_on_etabs_.
Lecture 11 day 11 analysis_review
Section 4: G+10 structure
Lecture 12 day 12 G10_structure_on_revit_and_autocad
Lecture 13 DAY 13 importing_grids_part_1
Lecture 14 day 14 FAQ_importing_
Lecture 15 day 15 importing_part_2
Lecture 16 day 16 _placing_grid_at_the_origin
Section 5: modelling G+10
Lecture 17 day 17 storey_elevation_modelling_
Lecture 18 day 18 defining_the_materials
Lecture 19 Day 19 why_we_apply_property_modifiers
Lecture 20 day 20 section_modelling
Lecture 21 day 21 when_to_reduce_torsion
Lecture 22 day 22 column_modelling
Lecture 23 day 23 link_creation
Lecture 24 day 24 beam_modelling
Lecture 25 day 25 lift_shaft_modelling_with_frame_part_1
Lecture 26 day 26 lift_shaft_modelling_part_2
Lecture 27 day 27 modelling_of_slab
Section 6: load definition
Lecture 28 day 28 load_defining
Lecture 29 day 29 dead_and_live_load_
Lecture 30 day 30 block_wall_load_correction
Lecture 31 day 31 roof_loading
Lecture 32 day 32 wind_load
Lecture 33 day 33 earth_quake_loading
Lecture 34 day 34 seismic_explanation_for_dummies
Lecture 35 day 35 looking_at_wind_load_extent
Lecture 36 day 36 load_combination
Lecture 37 day 37 mass_source
Lecture 38 day 38 parapet_wall_load
Lecture 39 day 39 staircase_loading
Section 7: pre analysis
Lecture 40 day 40 floor_meshing
Lecture 41 day 41 checking_model_for_errors
Section 8: Analysis
Lecture 42 day 42 storey_displacement
Lecture 43 day 43 analysis_displacement_with_sw
Lecture 44 day 44 analysis_displacement_part_2
Lecture 45 day 46 day 45 analysis_displacement_part_3
Lecture 46 day 46 beam_and_column_analysis
Lecture 47 day 47 slab_stresses_and_displacement
structural engineers

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