Modelling G+10 A On Etabs

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