This is the entire Autodesk Design Academy 2013 suite.
The physical distribution of this software is now done with USB keys. See images below.
The USB key is a 32GB flash drive formated with NTFS and the drive contents are compressed with NTFS compression.
I created a 7z archive directly from the contents of the USB key.
I did NOT modify any of the contents of the USB key. It is completely genuine/untouched.
A keygen is NOT included but it shouldn't be hard to find.
Products included:
AutoCAD
AutoCAD Architecture
AutoCAD Civil 3D
AutoCAD Mechanical
Autodesk Inventor Professional
Autodesk Revit Architecture
Autodesk SketchBook Designer
Autodesk Vault Basic
Autodesk 3ds Max Design
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Increase your animation output per artist. Autodesk? MotionBuilder? real-time 3D character animation software can make film and game animation pipelines more efficient. MotionBuilder also enables you to create more and higher quality animation. You can create, edit, and play back complex character animation in a highly responsive, interactive environment that is ideal for high-volume animation, virtual cinematography, pre-visualization, and performance animation. Watch the MotionBuilder overview video
- Real-time engine?A real-time 3D engine makes it one of the industrya??s fastest animation tools.
- Productivity geared workflows?Workflow features enable you to take on demanding, high-volume projects:
o Full-body inverse kinematics character technology with animation retargeting
o Unified nondestructive, nonlinear editing environment
o Live device support
- Motion capture editing and data cleanup?A world-class toolset enables manipulation of motion capture data.
- Seamless interoperability?With its software development kit, support for Autodesk? FBX? technology, and Python? scripting capabilities, MotionBuilder interoperates with Autodesk? Maya?, Autodesk? 3ds Max?, and Autodesk? Softimage? software, and Autodesk? HumanIK? middleware.
MotionBuilder 2013 delivers robust new tools that help production teams more reliably acquire, aggregate,and refine data, and offers a new nonlinear editing paradigm for Virtual Production.With the option to record live motion capture data directly to disk, support for broadcast WAVE files,and the ability to output SDI (serial digital interface) video, MotionBuilder 2013 better supports a modern production pipeline.In addition, extended nonlinear editing tools, z-depth selection tools, and targeted performance enhancements accelerate everyday workflows. Also, with a flexible new HUD (heads-up display) and a floating viewer,animators and directors can benefit from views optimized for their individual requirements....
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Autodesk Alias Automotive 2013 SP1 x86/x64 | 5.78 GB
Autodesk® Alias® Automotive design software includes the features in Alias Design and Alias Surface, plus specialized visualization and analysis tools that make it the choice of leading automotive styling studios.
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USB Disk Security provides protection against any malicious programs trying to attack via USB drive. It delivers high level of protection against theft and accidental disclosure of confidential data, and prevents unauthorized persons from stealing your data. USB Disk Security is the best security software to protect offline computer without the need for signature updates. This light and easy to use solution is compatible with other antivirus software and doesn't slow down your computer at all.
Code:
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NRCC Guidelines for Seismic Evaluation of Existing Buildings
Author: D.E. Allen, principal investigator, | Size: 8.3 MB | Format:PDF | Quality:Original preprint | Publisher: NRCC (National Research Council of Canada) | Year: December 1993 | pages: 166 | ISBN: ISBN 0-660-15382-3
These Guidelines are a technical manual that offers guidance to engineers in the seismic evaluation of existing buildings. These Guidelines are addressed to well-qualified structural engineers, but who are not necessarily experts in earthquake engineering. The objective of the Guidelines is to identify typical structural deficiencies that have been observed in past earthquakes to lead to failure and falling of structural components and to partial or total collapse, with an attendant injury or loss of life. The methodology and criteria of the Guidelines are based on life safety, not property damage, and therefore satisfy the basic life-safety objective of the National Building Code. They do not, however, comply with specific requirements of the National Building Code, which are appropriate for the design of new buildings. The Guidelines present a set of questions that are designed to uncover weaknesses of the particular building being evaluated. The questions are in the form of Evaluation Statements that relate to various vulnerability areas in the structural system that require specific consideration. The Evaluation Statements are written so that a positive or 'true' response to a statement implies that the building is adequate in that area. If a building passes all applicable statements with 'true' responses, it can be passed without further evaluation, i.e., it is deemed not to be a life-safety hazard. For statements that are 'false,' additional evaluation is required. A 'false' statement does not necessarily imply that a complete structural evaluation is necessary, or that the building is automatically deficient; it simply flags an area of concern for the evaluating engineer and implies that a life-safety hazard may exist. If any such potential life-safety hazards are identified, an appropriate detailed analysis is recommended, with acceptance criteria suggested for each element of concern. Through this procedure, not iv only are weak links in the structural system identified, but the presence of the life-safety hazard is also assessed. These Guidelines provide a methodology that can be applied nation-wide to all existing buildings that are suspected of posing a potentially serious risk of loss of life and injury in case of a damaging earthquake. This procedure covers both structural and nonstructural elements and requires the review of construction documents, the general condition of the building, and calculations. The Guidelines include checklists, diagrams, and sketches that help to guide the user. These Guidelines are organized to be compatible with the NEHRP Handbook of Techniques for Seismically Rehabilitating Existing Buildings (FEMA, 1992-2). The NEHRP document identifies and describes seismic rehabilitation techniques for a broad spectrum of building types and building components, including both structural and non-structural elements. To aid the reader in the process of moving from evaluation to rehabilitation, the Guidelines and the NEHRP document on upgrading techniques are both organized to address building systems and components. Building components are organized into the following subsystems: vertical elements resisting horizontal loads (i.e., moment resisting frames, shear walls, and braced frames); horizontal elements resisting lateral loads (i.e., diaphragms); foundations; connections between subsystems; and non-structural building components. The NEHRP document has, however, not been adapted to be compatible with Canadian practice. The Guidelines provide the tools to identify seismically hazardous buildings. It is not a directive or a requirement, but rather a practical technical approach that can be used to identify seismic deficiencies in existing buildings.
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NRCC Guideline for Seismic Upgrading of Building Structures
Author: D.E. Allen et al | Size: 2.3 MB | Format:PDF | Quality:Original preprint | Publisher: NRCC | Year: Dec. 1995 | pages: 54 | ISBN: ISBN 0-660-16262-8
This Guideline provides information and advice on the seismic upgrading of existing building structures, and is intended for use by qualified structural engineers. It is a companion document to the recently published Guidelines for Seismic Evaluation of Existing Buildings l and the Manualfor Screening of Buildings for Seismic Investigation,2 both of which are related to the National Building Code of Canada. 3 The Guideline describes conventional techniques of seismic upgrading of building structures and discusses their relative merits based on the objectives of seismic upgrading and the principal considerations in their choice and design. It also describes innovative seismic upgrading techniques such as supplementary damping and contains references to more detailed information on such techniques. It does not include techniques for upgrading of non-structural building components
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This guide presents simplified methods and design techniques that facilitate and speed the engineering of low-rise buildings within certain limitations. Material is presented in an order that follows typical design process with procedures introduced as the designer will need them in the course of a building design.
If anyone has got it, please share
thanks in advance and best regards
tachauhan
Architectural & Structural Standard Details drawing (AL-LESAN Hotel)
Size: 123 MB
Final coulmn and axis
Final Details of slab
Final Stairs
FOUNDATION FINAL MAIN
sec in shear wall
etc ...
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The New Structuralism announces a new order in design and construction. With the onset of digital technologies, existing parameters have shifted. The old order of standardised design and its established processes no longer hold sway; contemporary architectural design can now be characterised by irregularity, and an appetite for producing customised non-standard, complex, curvilinear forms. The shift in design and production technologies requires a seamless design approach that fully acknowledges the interdependence of design and fabrication.
In this issue of 2, Rivka Oxman and Robert Oxman are eloquently calling for a new model of architectural production in which architects and engineers work together in a higher level of collaboration. The structural engineer is no longer the fi xer brought in during the late design stage to make a design work, but integral to the earliest generative stages. Design is no longer wholly dictated by form with structure following behind; structure becomes integral to form-fi nding.
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