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Midas Civil 2006 Full Crack Download Utorrent
Midas Civil 2006 Full Crack Download Torrent
Midas Civil 2006 Full Crack Download Windows 7

Publisher:

MIDAS Information Technology

File size:: 8.5 MB

Date added:: Sep 07, 2020 | Last update check: 1 minute ago

Licence:: Trial | Buy Now

Runs on:: Windows 7 / 7 64-bit / 8 / 8 64-bit / 10 / 10 64-bit

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midas Civil is a 3D FEM (Finite-Element Method) engineering software for the design of bridges and civil structures. It features a distinctively user friendly interface and optimal design solution functions that can account for construction stages and time dependent properties. Its highly developed modeling and analysis functions enable engineers to overcome common challenges and inefficiencies of finite element analysis. With midas Civil, you will be able to create high quality designs with unprecedented levels of efficiency and accuracy.

Features:

User-friendly GUI (Graphical User Interface)
The user-oriented input/output functions are based on sophisticated and intuitive User Interface and up-to-date Computer Graphics techniques. They offer excellent facilities and productivity for the modeling and analysis of complex, large-scale structures.
Intuitive Modeling
midas Civil enables us to readily create nodes and elements as if we were drawing drawings using the major functions of CAD programs.
Powerful automatic modeling functions such as Auto Mesh Generation and various Bridge Wizards are introduced. Once the basic section and bridge information and tendon placement data for the case of a PSC bridge are provided, the Wizard creates the completed bridge model as well as the construction stage models.
Complete Analysis Options
midas Civil provides linear and nonlinear structural analysis capabilities.
A large collection of finite elements has been implemented for applications in civil and building structures. The program’s efficient analysis algorithms yield exceptional versatility and accurate results appropriate for practical design applications.
Powerful Post-Processor
The post-processor can automatically create load combinations in accordance with specified design standards.
Changing the type of display can produce various forms of graphic output. Practically all the results can be animated, namely, mode shapes, time history results of displacements and member forces, dynamic analysis results and static analysis results.
midas Civil also provides results that are compatible with MS Excel, which enables the user to review all analysis and design results systematically.
Auto Design and Load Rating
Midas Civil provides various design check and load rating features including:
- Eurocode & AASHTO LRFDBending, shear & torsional strengths
- Composite plate girder design
- Member forces & stresses for each construction stage and max & min stress summations
- Automatic generation of load combinations in accordance with various design codes
- MS Excel format calculation report

About FEM (Finite-Element Method)

The Finite-Element Method (FEM) is a computational method/technique developed by engineers used to obtain an approximate solution to engineering problems. Finite element breaks a complex problem into simpler problem and uses a mathematical glue to join the solutions.

An engineer designing a bridge will need to know how the proposed structure will behave under load. The equations describing the distribution of structural stresses are known but they can’t be directly solved for a complicated shape such as a bridge. However the equations can be solved for very simple shapes like triangles or rectangles. The finite element method takes advantage of this fact. We replace the single complicated shape with an approximately equivalent network of simple elements. The overall pattern of elements is referred to as the finite element mesh. And this pattern will be unique to each new problem. The initial step is to design this mesh. And for this we must first decide what kind of elements will use.

What’s new in version 2020 (v3.2):

Improvement of Bridge Assessment to CS 454: Crack width of External/Unbonded Prestressing
Improvement of Bridge Assessment to CS 454: Torsional Reserve Factor Results
Improvement of Prestressed Girder Design to BS 5400: Longitudinal Shear
AASHTO LRFD 8th Design Standard – Steel Section
Warping Normal Stress for Steel Composite Section Design to AASHTO LRFD
Bug fix list

What’s new in version 2020 (v3.1):

Batch Edit of Tendon Profile
Thickness Data of Plane Strain Element
Auto-generation of Tendon Profile – Italy Precast Section Types
Geometric Nonlinear Construction Stage Analysis with Plate Elements
Set-Back for Saddle of Suspension Bridge
Concurrent Forces of Beam Elements for Time History Analysis
Rail traffic loads to AS 5100.2
Heavy Load Platform to AS 5100.2
Rating Vehicles to AS 5100.2
Horizontal Traffic Loads to AS 5100.2
Rating Vehicles to CS 454
Prestressed Girder Design to BS 5400
Improvement of Bridge Assessment to CS 454
AASHTO LRFD 8th Design Standard – PSC/Composite Section, RC Section
AASHTO LRFD 8th Design Standard – Steel Composite Section
AASHTO LRFD 8th Load Combination – Auto Generation
Orthogonal effect of Seismic Load: AASHTO LRFD
RC Design as per IRS specifications
Polish Design Report

For more information please visit https://admin.midasuser.com/UploadFiles2/74/Civil%202020%20v31%20Release%20Note.pdf.

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What’s new in version 2020 (v2.1):

Midas Civil 2006 Full Crack Download Utorrent

Multiple stage post-tensioning in tendon
Auto division of the fiber section (Core and cover)
New option for Moving load optimization
Application rule change of Military Load Class
Improvement in calculation of torsional constant for closed composite section
Improvement of the element temperature calculation method for the composite section for C.S.
Improvement of the analysis speed for the inelastic time-history analysis
Improvement in GSD – Civil pushover hinge export
Bridge Assessment to the UK standard: CS 454/19
RC Design to IS 456:2000 & Crack calculations by IS 3370(Part 2):2009

For more information please visit https://admin.midasuser.com/UploadFiles2/74/Civil%2020