Videos

CSI Spotlight

ETABS v20.0.0 Enhancements - Part 1

Learn more about the latest enhancements in ETABS v20.0.0. (11m33s)

ETABS v20.0.0 Enhancements - Part 2

Learn more about the latest enhancements in ETABS v20.0.0. (8m15s)

ETABS v21.0.0 Enhancements

Learn more about the latest enhancements in ETABS v21.0.0. (12m43s)

Introduction

An Overview

(21m21s)

Introductory Tutorial Steel

(40m47s)

Introductory Tutorial Concrete

(24m44s)

Introductory Tutorial Steel

(40m47s)

User Interface

Select Commands

(6m56s)

Modeling

Drawing Tools

(18m4s)

Composite Columns

(8m49s)

Wall Modeling

(22m20s)

Sequential Construction

(7m26s)

TECH TIPS: Mass Source Definition in ETABS

In this video, we will discuss how to define the Mass Source in ETABS. You can choose to define the source of the mass of a building from self mass, additional mass, from loads, or from a combination of self mass, additional mass, and loads. You can also specify how lateral mass is to be considered and located in the model. (3m37s)

Auto Draw Cladding Option

In this video, we will discuss the capabilities of the Auto Draw Cladding option in ETABS. The "cladding" consists of shell objects, with a None section property, that are added around the outermost perimeter of the structure. The cladding objects have no self weight or structural properties. These objects are intended to be selected before assigning a Wind Pressure Coefficient to apply wind load to the structure. We will go through an example. (2m32s)

TECH TIPS: Rigid vs. Semi-rigid Diaphragms in ETABS

Rigid diaphragms have infinite in-plane stiffness properties, and therefore they neither exhibit membrane deformation nor report the associated forces, whereas semi-rigid diaphragms simulate actual in-plane stiffness properties and behavior. For most reinforced-concrete slab systems, in which the slab is sufficiently thick and membrane deformation due to lateral loading is negligible, rigid diaphragms produce results nearly identical to those of semi-rigid diaphragms, while taking advantage of faster computation. Semi-rigid diaphragms should be modeled when significant in-plane deformation does occur, or when required by code. Floor diaphragms can only be assigned to elements in the same X-Y (i.e. Horizontal) plane. (3m51s)

Loading

Occupancy Loads using Shell Uniform Load Sets

(8m50s)

Synthetic Earthquake Generation

(11m20s)

Response Spectrum Analysis

(20m35s)

Automated Post Tensioning of Slabs

(24m31s)

Analysis

Buckling Factors

(10m15s)

Vertical Displacements in Tall Buildings

(23m4s)

Accidental Torsion

(20m35s)

Vibration Analysis of Steel Floors

(15m42s)

Performance-Based Design

Performance-Based Design

(30m49s)

Design

Shear Wall Design and Optimization

(12m25s)

Composite Beam Design

(19m24s)

Reinforced Concrete Slab Design

(19m19s)

Interactive Composite Beam Design Output

(5m18s)

Vibration Analysis of Steel Floors

(15m42s)

Web Openings in Composite Beams

(11m16s)

Output and Display

Time History Plots due to Walking Excitation

(17m21s)

Section Cuts

(4m6s)

Visualization Tools

(8m5s)

Reporting

Creating Reports

(8m31s)

Tools

Programming ETABS using the OAPI

(15m56s)

Import and Export

CAD Import

(11m43s)

CSiXRevit

(15m43s)

Exporting an ETABS story to SAFE

In this video, we'll discuss the steps required to export an ETABS story to SAFE. This includes exporting geometry and load cases as well as viewing exported loads, moments and deflections in SAFE. (3m9s)

Import/Export of IFC files in ETABS

In this video, we will go through examples of how to import/export IFC files in ETABS. IFC files are repositories of Building Information Modeling (BIM) data. Various types of IFC data are organized into subsets named “views” which gather data types relevant to various aspects of building design, construction, and maintenance. There are several such views, but only two views are relevant to ETABS : the “structural analysis view”, and the “architectural coordination view”. (3m32s)

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