Detail of CSI Etabs 22.1.0.3673:

The industry-leading program for structural analysis and building design is called CSI ETABS with Full Version , and it was created by Computers and Structures. ETABS is a popular tool used by engineers and architects that provides a complete modeling, analysis, and reporting solution specifically for the design of multi-story buildings.When working on high-rise projects, commercial buildings, or residential towers,ETABS offers effective solutions to guarantee structural performance, integrity, and adherence to international design regulations.

Features of Advanced Analysis and Design
A variety of advanced analytic tools are available from ETABS to replicate different real-world scenarios. Buildings can resist environmental pressures thanks to CSI ETABS, which offers dynamic analysis for wind and seismic loads in addition to linear and nonlinear static analysis. Because of its incorporation of international design norms, engineers can verify that their designs adhere to local requirements, which streamlines the approval process. With capabilities including automated load generation, wall and slab design, and column optimization, ETABS helps users finish projects properly and quickly by streamlining the process.

Smooth Integration and Assistance for BIM
Interoperability with Building Information Modeling (BIM) systems is one of ETABS’s most notable features. The program readily interfaces with programs such as Autodesk Revit, facilitating data interchange between structural and architectural models. By facilitating improved teamwork, this integration lowers mistakes and duplications in the design process. In addition, CSI ETABS with Free Download  interoperability with other engineering and design tools is improved by its support for a large variety of file formats for model import and export.

Reporting and Visualization Functionalities
CSI For every project, CSI ETABS Portable specializes in producing thorough reports and intricate visuals. Because of its 3D modeling capabilities, users may examine different areas of the structure from different perspectives, making sure every detail is examined. Detailed reports including material amounts, load analysis, and reinforcement information are also generated by the program. This degree of specificity guarantees that all project participants comprehend the design, facilitating communication with customers, contractors, and regulatory agencies.

Feature of CSI Etabs 22.1.0.3673:

• Interface User
  • Fully Personalized Graphical User Interface
    • A single user interface is provided by ETABS for modeling, analysis, design, and reporting tasks. The quantity of model windows, data views, and model manipulation views is infinite.
  • Improved Graphics for DirectX
    • Models with fly-throughs and quick rotations may be navigated using DirectX graphics and hardware-accelerated visuals.
  • Different Perspectives
    • On a single screen, users may see load assignments, moment diagrams, deflected forms, design output, and reports.
  • Fast Navigation and Data Administration
    • Your capacity to manipulate the data in your model is improved by the ETABS model explorer. Groups allow you to create, copy, and edit properties. You can also drag and drop properties directly onto models to assign them. The model explorer makes it simple to put up user-defined displays for fast exploration.
• Creating Models
  • Several templates available for rapid model creation.
    • For a fast start with a new model, ETABS offers a large assortment of templates. You may specify the number of storeys, the default sections of the structural system, the default slab and drop panel sections, the grid and grid spacing, and uniform loads (i.e., dead and live loads) at this stage of the model template.
  • Actual Model
    • Objects that reflect the actual structural parts make up the physical model. Insertion points, member orientations, object intersections, and other geometric information collected by the object model are appropriately shown in physical model views.
  • Model Analysis
    • The finite element model of the structure, which is composed of the connections between the joints, frames, shells, and prescribed meshing, is shown in analytical model views. The model, together with its parameters and assignments, automatically generates the analytical model when the analysis is performed.
  • Tales
    • One of ETABS’s most potent characteristics is its ability to recognize story levels, which makes it possible to enter building data in a practical and logical way. You may specify your models story by story, floor by floor, much as a designer would when organizing construction plans.
  • Improved Drafting Features
    • By automatically identifying intersections, extensions, parallels, and perpendiculars, intelligent snaps simplify the process of creating models. You may quickly import an architectural DXF/DWG into the ETABS modeling window’s backdrop and use it as a template to follow as you build your model. Select the layer or layers that you want to show by turning them on and off. Additionally, you may rapidly turn a section into an ETABS structural object by performing a right-button click on an element.
  • Definition of Multiple Grid Systems
    • Grids in ETABS may be classified as general free-form, cylindrical, or Cartesian grid systems. The quantity of grid systems that may be included in a model is infinite, and they can be positioned at any origin or rotated in any direction.
  • Developed a Custom Elevation Generation Feature
    • Any sketched route on a plan view may be elevated using developed elevations. This is especially helpful for enhancing a façade that has a highly distinctive form. The produced elevation will be added to the model’s list of elevations when it is drawn.
  • All-Inclusive Interactive Database Editing Utility
    • Model data and other information are stored by CSI software in database tables that may be immediately changed via interactive database editing. Quick development or editing of models is possible thanks to this potent feature.
  • Functionality of Model Explorer
    • Easy access to model definition data, including property forms, load definitions, and object forms, as well as analysis and design outcomes in tabular, graphical, and report formats, are made possible by the model explorer.
  • Numerous Meshing Tool Options
    • When it comes to creating meshes in ETABS, engineers have a lot of possibilities. To utilize the automated mesh generation, just choose the area object and then the rules. Additionally, you may manually mesh items into the model. The term “external meshing” describes this. As a consequence, objects and elements have a one-to-one connection.
• Construction Elements
  • Section Designer / Section Properties
    • A built-in library of typical US and international standard section characteristics for steel, concrete, and composite sections is included in ETABS. SAP2000, CSiBridge, and ETABS all come with an integrated tool called Section Designer that makes it possible to model and analyze unique cross sections.
  • Shell Components
    • For modeling walls, slabs, ramps, decks, and other thin-walled components, use shell elements. The pieces required for analysis will be automatically meshed from shell objects.
  • Wall Bunches
    • With just one click, multilayer wall configurations may be constructed using customizable wall configuration templates, making it simple to describe the attributes of your wall sections. All of the pier and spandrel labeling is automatically assigned when you draw walls using the wall stack.
  • Piers and Spandrels
    • Design-wise, integrated shears and moments are produced by pier and spandrel labels for walls designed with area-limited parts. For example, the findings may be recorded and shown as if they were a single column for a collection of 20X20 meshed shear wall regions.
  • Diaphragms for floors
    • ETABS allows for the definition of stiff, semi-rigid, and flexible floor diaphragms. Area objects and joint objects may be allocated diaphragms.
  • Strong Nonlinear Components to Precisely Capture a Structure’s Behavior
    • Many applications of nonlinear static analysis exist, such as the examination of a structure for geometric and material nonlinearity, the creation of P-delta stiffness for further linear studies, the execution of static pushover analysis, and staged construction.
  • Nonlinear Shell Element with Layers
    • Any number of layers with independent locations, thicknesses, behaviors, and materials may be designed in the thickness direction thanks to the layered shell. There might be nonlinear material behavior.
  • Connecting Elements
    • Users can correctly express a structure’s behavior using ETABS’s multitude of connection components. The many kinds of link components include of friction isolators, rubber isolators, T/C isolators, gaps, hooks, dampers, and triple pendulum isolators.
  • Non-Linear Hinges
    • By giving concentrated plastic hinges to frame and tendon objects, users may model post-yield behavior for nonlinear static and nonlinear direct-integration time-history analysis.
• Filling up
  • Using Auto Lateral Loading to Boost Productivity
    • Based on a variety of national and international norms, ETABS will automatically create and apply seismic and wind loads.
  • There is seismic loading available.
    • The Seismic Load Pattern form displays default values and options that may be inspected and changed after selecting a code.
  • Wind
    • Automated wind loads in ETABS may be applied to diaphragms (rigid or semi-rigid), walls, frames, and non-structural walls such shell object-created cladding, as well as frames in open buildings.
      ASCE/SEI 7–16
  • Define a Broad Range of ETABS Loading Conditions
    • With built-in user loading options, define customized loads to mimic a broad range of loading scenarios.
  • Momentum and Force
    • When it comes to allocated loads, ETABS is reliable. Surface loads may be imposed in any direction, not simply gravity, and can be uniform or non-uniform. Lines in any direction may have uniform or trapezoidal loads specified on them. Applying concentrated forces and moments at the joints and along the frame parts is done with the help of the force load.
  • Moving Away
    • The impact of support settling and other externally forced displacements on the structure is represented by displacement loading. Both linear and nonlinear spring supports as well as constraints may be used to exert displacement loading. For structures supported across wide spans or on different types of soil, multiple-support dynamic excitation may be taken into consideration.
  • Covering
    • For loading reasons, automatically apply analytical cladding to the whole structure. The “cladding” is made up of shell objects that are appended to the outermost edge of the structure and have a None section attribute. This command is intended to make applying wind load easier.
  • The temperature
    • The Frame element experiences thermal strain due to the Temperature Load. The product of the element’s temperature change and the material’s coefficient of thermal expansion determines this strain. Temperature loads may be determined using one of three methods: a user-specified uniform temperature change for the item, a previously-specified joint object temperature change at the joint objects at the object’s ends, or a mix of the two.
  • Live Load Diminishing
    • It is possible to allocate live-load-reduction factors individually to each member. When design is finished, you may either utilize the graphical user interface to do this by right-clicking on a member or you can use interactive database editing.
• Examination
  • Make a Variety of Analyses with ETABS
    • For more than 45 years, the industry has tried and tested CSI Solvers. The SAPFire® Analysis Engine is capable of performing Ritz analysis as well as eigen analysis and supports several 64-bit solvers for analysis optimization. There are alternatives for parallelization to make use of several processors.
  • Analysis of Static Data
    • It is able to do static evaluations for user-specified lateral and vertical floor or story loads. Vertical loads on the floor are transmitted to the beams and columns by bending of the floor components if floors with out-of-plane bending capacity are considered. If not, the floor’s vertical loads are automatically transformed into point loads on nearby columns or span loads on nearby beams, simplifying the laborious process of moving floor tributary loads to the floor beams without the need to explicitly model the secondary framing.
  • Delta P
    • The softening impact of compression and the stiffening effect of tension are captured by P-delta analysis. For linear load scenarios, the stiffness may be changed using a single P-delta study under gravity and sustained loads. These analyses can then be superposed. As an alternative, complete nonlinear P-delta effects may be examined for every load combination. All aspects have P-delta effects, which are easily included into analysis and design.
  • Numerous Tools for Dynamic Analysis, Both Linear and Nonlinear
    • Response-spectrum analysis, time-history analysis for both linear and nonlinear behavior, and the computation of vibration modes using Ritz or Eigen vectors are among the capabilities of ETABS dynamic analysis.
  • Analysis of Response Spectrum
    • A response-spectrum study establishes a structure’s statistically probable reaction to seismic loads. Rather than using time-history ground motion data, this linear form of analysis makes use of response-spectrum ground-acceleration records depending on the seismic load and site parameters. This approach is quite effective and considers the structure’s dynamic nature.
  • Analysis of Time History
    • The step-by-step reaction of structures to seismic ground motion and other forms of loading, such as explosion, machinery, wind, waves, etc., is captured by time history analysis. Both linear and nonlinear analysis techniques—modal superposition and direct integration—can be used. For a broad range of situations, the nonlinear modal method—also known as FNA for Fast Nonlinear Analysis—is very precise and efficient. Even more versatile, the direct-integration approach can deal with significant deformations and other very nonlinear phenomena. A variety of applications may be addressed by chaining nonlinear time-history studies with other nonlinear situations, such as staged building.
  • Cases Modal
    • The kind and quantity of modes that must be taken out of the model are specified in a modal case. It is possible to define an infinite number of modal situations. Every modal case yields a collection of modes, and each mode is made up of a normalized deflected form for the mode shape and a set of modal parameters such cyclic frequency and period.
  • Eigen Vector Analysis
    • The natural vibration modes of the structure are discovered via eigen vector modal analysis, which may be used to comprehend the behavior of the structure. Additionally, it ascertains the system’s undamped free-vibration mode shapes and frequencies, which provide a wealth of information on the behavior of the structure.
  • Ritz Vector Analysis
    • Considering the geographic distribution of the dynamic loading when generating modes produces results that are more accurate than using the same number of natural mode forms. The intrinsic properties of the structure are not represented by Ritz vector modes in the same manner as by natural (eigen vector) modes.
  • Strong Nonlinear Analysis Tools at Your Disposal
    • When either geometric or material nonlinearity is taken into account during structural modeling and analysis, nonlinear analysis techniques work best.
  • Phased Development
    • ETABS may be used to represent incremental construction sequence modeling and loadings. It is possible to take into account nonlinear effects such gap opening and closure, yielding, and significant deflections. We will also consider shrinkage, time-dependent creep, and strength-change effects.
  • Pushover Evaluation
    • The use of FEMA 356 and the hinge and fiber hinge option based on stress-strain are two pushover analysis features in ETABS. Users may take into account the plastic behavior of steel plates, concrete shear walls, slabs, and other finite area components in the pushover analysis by using the nonlinear layered shell element. For hinges made of concrete and steel, force-deformation relations are established.
  • buckling
    • A structure may have linear (bifurcation) buckling modes under any combination of loads. One may compute buckling from a staged-construction or nonlinear condition. Complete nonlinear buckling analysis that takes into account the impacts of P-delta or significant deflections is also included. By combining displacement control and static analysis, snap-through buckling behavior may be recorded. Follower-load issues, which include more intricate buckling, may be modeled using dynamic analysis.
  • Time History of Direct Integration
    • For a broad range of situations, the nonlinear modal method—also known as FNA for Fast Nonlinear Analysis—is very precise and efficient. Even more versatile, the direct-integration approach can deal with significant deformations and other very nonlinear phenomena. A variety of applications may be addressed by chaining nonlinear time-history studies with other nonlinear situations, such as staged building.
• Design Based on Performance
  • Total Automation of Design Based on Performance
    • PBD, or performance-based design, is a fundamental departure from conventional structural design ideas and the direction that seismic engineering is headed. These updated protocols contribute to ensuring that, in the event of an earthquake, the design will consistently operate at the intended level.
  • Constrained and Unconfined Steel and Concrete Material Models with Performance Levels
    • New special-purpose choices and algorithms are introduced by ETABS to facilitate the effective and efficient use of these methods.
  • The acceptance criterion points and the stress-strain plot of the steel material are shown above.
    • As seen above, both confined and unconfined concrete are included in the concrete material stress-strain.
  • Shear Wall and Column Fiber Models in Steel and Concrete
    • Because each fiber’s nonlinear material connection automatically takes contact, variations along the moment-rotation curve, and plastic axial strain into account, the fiber hinge model is more accurate. Fiber hinges capture nonlinear hysteretic effects, making them perfect for dynamic behavior.
  • Using Fast and Stable Nonlinear Analysis (FNA) for PBD
    • PBD’s core component is nonlinear dynamic analysis, which explicitly models and assesses post-yield ductility and energy dissipation in response to ground movements from earthquakes in an effort to approximate the structure’s true behavior.
  • Spandrels and Piers
    • Piers and spandrels that quantify pressures or stresses as a ratio of the square-root of the compressive strength of concrete (f’c) may be given acceptance criteria.
      Solutions for Strength Degradation and Hysteretic Stiffness
      Fiber hinges capture nonlinear hysteretic effects, making them perfect for dynamic behavior.
  • Criteria for Acceptance in Performance-Based Design
    • For use in performance checks, acceptance criteria may be applied to material characteristics, hinges, piers, spandrels, linkages, and panel zone properties.
  • Performance Check: Improved Entire Model Control
    • The demand-capacity ratio (D/C ratio) for the whole model as well as for each item separately may now be calculated with more flexibility thanks to the Performance Check function. In addition to the previously accessible frame and wall hinges, a performance check may now incorporate acceptance criteria from links, strain gauges, pier and spandrel forces, and panel zones. For further control over the Performance Check outcomes, various demand sets and combination techniques may be provided.
  • Personalized Results Display
    • Complete control over accessing all output is given to the user via improved plots, output tables, and graphical presentation.
  • Results Tables
    • The output tables have been improved to include a tabulation of the demand-capacity ratio (D/C ratio) for each item separately and for the whole model.
  • Visual Display
    • The performance check findings are now shown more graphically (Display > Performance Check) and acceptability criteria from links, strain gauges, pier and spandrel forces, panel zones, and previously accessible frame and wall hinges are now included.
  • Plots of Time History
    • The “Acceptance Criteria D/C Ratio” plot feature has been added. The demand-capacity ratio (D/C ratio) for a given group and performance level may be shown for each step of a multi-stepped load situation (such as time-history) using this plot function.
  • Diagram of Performance Check Usage Ratio
    • Displaying the demand-capacity ratio (D/C ratio) for each demand set in a performance check and for a designated performance target is a new menu option (Display > Performance Check Usage Ratio Diagram). This display serves as a visual aid to illustrate how each demand set and/or item type contributes differently to a performance assessment.
• Create
  • Make the Most of Interactive Design Features to Increase Productivity
    • A range of US and international design regulations may be used to design steel frames, concrete frames, slabs, shear walls, composite beams, composite columns, and steel joists.
  • Design of Steel Frame
    • The use of design codes and member size optimization are included in fully integrated steel frame design. With ETABS, users may alter section attributes or parameter values, see design results interactively at each frame member, and see the revised member results.
  • Pre-Selected Lists
    • Determining precise preliminary member sizes for analysis is not required when building an ETABS model that includes steel or concrete frame items (frames, composite beams, and joists). Instead, give any or all of the frame objects an auto-select section attribute. Instead of having just one section size, an auto-select property has a list of them. Multiple lists may be specified, and the list includes all section sizes that should be taken into consideration as potential candidates for the physical member.
  • Design of Concrete Frame
    • The necessary steel calculations, auto-selection lists for new member size, application of design codes, interactive design and review, and extensive override capabilities are all included in the concrete frame design process in ETABS.
  • Design of Composite Beam/Column
    • Comprehensive composite beam design incorporates various international and US design regulations, member size utilizing auto-select lists, camber and stud needs computation, and extensive override capabilities.
  • Designs for Shear Walls
    • Shear wall design comprises US and international design regulations, thorough override capabilities, demand/capacity calculations of specified reinforcement, and estimates of the reinforcing needs for both overturning and shear.
  • Design of Concrete Slabs
    • The minimum area, intensity, or bar count required for reinforcement will be determined by ETABS. There will be many stations where design work is done. Non-orthogonal design strips come in different widths.
  • Display and Output
    • It is easy and useful to get model output and design outcomes in ETABS.
      Simple jobs in ETABS include output analysis and design outputs for presentations, project submittals, and further post-processing.
  • Analysis Outcomes
    • A few of the visualizations that are provided when the analysis is complete include finalized member design, deformed geometry, moment, shear, and axial-force diagrams, section-cut response displays, and animation of time-dependent displacements.
  • Table-Based Results
    • All input data, analysis findings, and design outputs may be shown in docket tables using ETABS. Drag and drop the tables to any part of the ETABS environment to arrange them anyway you see fit. Tables allow for program sorting, cutting, copying, and pasting. Tabular data may be printed or saved to Word, Excel, Access, HTML, or TXT.
  • Stress Contours and Shell Force
    • A load case, load combination, or modal case may be used to determine how shell forces and stress contours are shown. Users are able to see shell stresses and consequent forces on any component in any direction. Manage the look of the stress contour by displaying distorted, extruded, or undeformed shapes—with or without loading data.
  • distorted shape
    • Users may see mode animations and deformed geometry depending on any load or combination of loads.
  • Diagrams of Reactions
    • Support reactions may be shown visually on the model as tabular charts for specific reaction components or as vectors.
  • Creation of Reports
    • An indexed table of contents, details on model definition, and tabular analysis and design findings are some of the characteristics of the report generator.
  • User-defined Customized Reports
    • Reports may be easily exported to Microsoft Word and viewed inside ETABS with live document navigation linked to the Model Explorer.
  • Reports on Design Output
    • Automatically produced design reports of the highest caliber provide comprehensive details on steel frames, concrete frames, slabs, shear walls, composite beams, composite columns, and steel joists.
• Bringing in and Sending Out
  • Numerous industrial standards are supported by ETABS for data input and export.
    • Supported programs include Autodesk® Revit®, Tekla® Structures, AutoCAD® (DXF/DWG), BricsCAD®, CIS/2, IFC, IGES, and SDNF. A model may also be exported from ETABS to an Access database. Files from STAAD and STRUDL® may be imported into ETABS by users who are using other analysis programs.
    • Find out how CSI solutions interface with other BIM programs to provide open, integrated, and productive design processes.
      Because CSI software is compatible with other BIM programs, it facilitates effective communication between various AEC teams.
  • BricsCAD® and AutoCAD®
    • CSI created CSiXCAD, a plug-in for AutoCAD® and BricsCAD® that interacts directly with SAP2000 and ETABS to expedite drawing production. Between the drawings in the CAD program and the structural models established and maintained in SAP2000 and ETABS, CSiXCAD offers a real-time connectivity. A complete 3D model is produced using CSiXCAD, along with an initial set of drawings that may be further edited in the CAD program.
  • Revit®
    • Revit® users may establish a bi-directional connection between SAP2000, ETABS, and/or SAFE and Revit using the CSI-developed plug-in CSiXRevit. With complete control over what model data is shared between the CSI software model and the Revit model, structural modeling may be completed in one application and then synchronized with another.
  • Tekla®
    • Models may be begun in one product and then transferred to the other thanks to the connection between Tekla® Structures and SAP2000 or ETABS. It is feasible to round-trip models, which includes embracing modifications made during the transition from SAP2000 or ETABS to Tekla Structures. Modifications made to a Tekla Structures model may also be combined with an already-existing SAP2000 or ETABS model.
  • IFC
    • Compatibility with other BIM-enabled applications is ensured via support for Industry Foundation Classes (IFC) data models. IFC 2×3 and IFC 4 formats may be imported and exported using SAP2000, CSiBridge, and ETABS.
  • Engineers and developers may use the CSI Application
    • Programming Interface (API) to programmatically leverage the power and productivity of CSI software.
      Using the CSI Platform as a base, create unique solutions to automate processes and boost productivity.
  • Support for Multiple Languages
    • The majority of popular programming languages, such as Python, Matlab, VB.NET, C#, C++, Visual Basic for Applications (VBA), and Visual Fortran, are compatible with the API.
  • Intelligent Spreadsheets
    • To build, edit, and execute a model, use the Excel spreadsheet’s API. After that, get the results back into the spreadsheet to continue processing them.
  • Construct Unique Plugins
    • Users may use custom commands in addition to the standard program capabilities by directly accessing plugins made using the API from inside the CSI software.
  • Cross-Product Innovation
    • There is presently support for ETABS, SAP2000, and CSiBridge using the CSI API. The CSI API has been designed to be as uniform as feasible across the products to optimize your development efforts. This allows tools and applications developed using one CSI API to be readily modified for use with all CSI products. ETABS v18, SAP2000 v21, and CSiBridge v21 are the first three versions of the software that may be used to create cross-product API tools. As a result, you may develop the code just once and have it used by all three products. Additionally, these API versions don’t need recompiling in order to be forward-compatible with next major versions of these products.

System Requirement CSI Etabs 22.1.0.3673:

Processor:

• Minimum: AMD Athlon 64 or Intel Pentium 4
• The AMD Ryzen 5/7/9 with Zen 2 architecture, the 9th generation Intel Core i5/i7/i9, or a superior desktop CPU are recommended.
• 64-bit CPU is necessary.
• Multi-threaded solvers and multi-core CPU-capable algorithms are features of the SAPFire® Analytical Engine. Multiple cores may also be used by the design algorithms.

System of Operation:

• Windows 10 or 11 (64-bit) from Microsoft

Graphics Card:

• Minimum: Compliant with standard (GDI+) graphics mode, supporting 1024 by 768 resolution and 16 bits of color.
• It is advised to use a discrete video card with a dedicated graphics RAM (512 Mb or more) for DirectX graphics mode and an NVIDIA GPU or comparable. The GPU needs to support DirectX 11.
• A GPU and dedicated graphics RAM enable hardware acceleration, which is fully used in DirectX graphics mode.
• The raster drawing capabilities of the device should enable legacy depth bias for improved graphics quality in terms of anti-aliasing and line thickness.

Recall:

• 8 GB of RAM at minimum
• More RAM significantly increases the amount of problems that may be handled as well as the response recovery and solution times.

Storage Space:

• 6 GB for the software installation.
• Depending on the size of the models, more space will be needed for storing and processing the model files and analysis findings.
• A 500GB or bigger PCIe solid-state drive is recommended (SSD). Network drives and external drives are not advised.

What’s New CSI Etabs 22.1.0.3673?

• Examination
  • AISC Design Guide 11, Chapter 7, adds a serviceability evaluation of steel-framed floor systems exposed to walking vibrations.
    Main Picture
• Model Structure
  • Based on suggestions in ASCE 41-23, an improvement was created to provide the ability to automatically generate frame nonlinear hinges. This comprises:
    • 1. ASCE 41-23 Chapter 9 specifies the use of the reference standard AISC 342-22 for steel hinges on beams, columns, and braces.
    • 2. ASCE 41-23 Chapter 10 specifies the reference standard ACI 369.1-22 for concrete beam, column, shear wall, and coupling beam hinges.
    • It is now possible to convert curved concrete beams into shell slabs. It was previously only possible to convert straight beams.
• Filling up
  • The response spectrum function for “SNiP KR 20-02:2018” in Kyrgyzstan has been included.
  • A new feature for the Vietnamese code TCVN 2737:2023 is auto wind load.
• Steel Style
  For steel frame design (containing AISC 341-22 Seismic Provisions), composite beam design, composite column design, and steel connection design, a new AISC 360-22 design code has been introduced.
• The CSA S16-19 design code composite column design has been included.The following additional elements have improved the design of steel joists:
  1. SJI 100-2020, a new joist design code, has been introduced.
  2. A brand-new steel joist section called “Custom Joist Section” has been included, and it contains information on component sections in its description.
  3. A thorough report on the calculations has been put into place.
• Concrete Style
  • Joint-shear design was included as an improvement to the ACI 318-19 concrete frame design. Joint shear is currently carried out for:
    • Seismic Design Category (SDC) B Ordinary moment frames (OMF) using the nominal flexural strength of the beams.
    • Utilizing the notional flexural strength of the beams, calculate intermediate moment frames (IMF).
    • Special moment frame (SMF), based on the beams’ likely flexural strength.
      In accordance with ACI 318-19, a feature for Special Structural concrete shear walls has been included. As per section 18.10.3.1, the design is now completed using the amplified factored shear force, Ve = Omega_v * w_v * Vu < 3.0 * Vu. In previous versions, this Special Structural Walls check was absent.
  • Shear demand calculation for walls when hw / ℓw > 2.0 [Extracted from ACI 318-19(22), Fig. [R18.10.3.1]
  • Sections 22.5.1.10 and 22.5.1.11 of the ACI 318-19 concrete frame design code have been updated to take into account the interplay of major- and minor-direction shear stresses in a column.
• End Product Design
  • Through the use of parallel computing, joist design has been expedited.The SJI 2010 code for steel joist design has been improved, enabling the export of design calculations to tables and reports.
• Textbooks & Databases
  • In accordance with ASTM A1085/1085M requirements, a new material library has been introduced for materials from the United States.
  • In accordance with the AISC Shapes Database v16.0, new frame section libraries have been introduced.
• Reporting
  • The project report now includes auto wind-load estimates for AS/NZS 1170.2:2011 and 2021 loading codes.
    Interface for Application Programming (API)
    An update has been made to the ETABS API to support.NET 8.
• Fixes for bugs
  • User-reported issues have been fixed.

You  may Also Enjoy: CSI Bridge 

Installation Guide:

• The setup for both 32-bit and 64-bit Windows operating systems is included in the CSI Etabs 22.1.0.3673 downloadable packages (choose the appropriate version according to your OS).
• Despite the fact that PCFILECR has verified the medication file is safe, it will be identified as a danger to your Windows operating system. Until further notice, you should uninstall your antivirus software and avoid using the internet.
• Run CSI Etabs 22.1.0.3673 setup after extracting the package using WinZip or WinRAR.
• Avoid running the software once installation is complete.
• Use administrative access to continue after copying the patch to the installation directory.
• After it’s finished, enjoy the full version of CSI Etabs 22.1.0.3673!