Adobe Photoshop CC 2015 16.1 Multilingual (x86/x64)
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Adobe Photoshop CC 2015 - a comprehensive solution for professional digital imaging, which contains the most advanced tools to work with images and new opportunities for creative ideas that can significantly improve performance. Edit images with exceptional accuracy, using new intuitive tools and workflows for creating three-dimensional graphics, two-dimensional projects, as well as movies.
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This book provides a gentle introduction to equilibrium statistical mechanics. The particular aim is to fill the needs of readers who wish to learn the subject without a solid background in classical and quantum mechanics. The approach is unique in that classical mechanical formulation takes center stage. The book will be of particular interest to advanced undergraduate and graduate students in engineering departments.
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The book aims to provide an overview of the state of the art on the mechanics of arches and masonry structures. It is addressed to an international audience, arising from the international context in which the Associazione Edoardo Benvenuto has carried out its activities in recent years, under the honorary presidency of Jacques Heyman. The book belongs to the collection Between Mechanics and Architecture, born in 1995 from the collaboration of several renowned scholars, including Edoardo Benvenuto (P. Radelet-de Grave, E. Benvenuto (eds.), Entre Mécanique et Architecture / Between Mechanics and Architecture, Birkhäuser, Basel 1995).
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Engineering Computation of Structures: The Finite Element Method
Author(s)/Editor(s): Maria Augusta Neto | Size: 12 MB | Format:PDF | Quality:Original preprint | Publisher: Springer International Publishing | Year: 2015 | pages: 314 | ISBN: 9783319177090, 9783319177106
This book presents theories and the main useful techniques of the Finite Element Method (FEM), with an introduction to FEM and many case studies of its use in engineering practice. It supports engineers and students to solve primarily linear problems in mechanical engineering, with a main focus on static and dynamic structural problems.
Readers of this text are encouraged to discover the proper relationship between theory and practice, within the finite element method: Practice without theory is blind, but theory without practice is sterile.
Beginning with elasticity basic concepts and the classical theories of stressed materials, the work goes on to apply the relationship between forces, displacements, stresses and strains on the process of modeling, simulating and designing engineered technical systems. Chapters discuss the finite element equations for static, eigenvalue analysis, as well as transient analyses.
Students and practitioners using commercial FEM software will find this book very helpful. It uses straightforward examples to demonstrate a complete and detailed finite element procedure, emphasizing the differences between exact and numerical procedures.
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This book offers a valuable guide for practicing bridge engineers and graduate students in structural engineering; its main purpose is to present the latest concepts in bridge engineering in fairly easy-to-follow terms.
The book provides details of easy-to-use computer programs for:
· Analysing slab-on-girder bridges for live load distribution.
· Analysing slab and other solid bridge components for live load distribution.
· Analysing and designing concrete deck slab overhangs of girder bridges under vehicular loads.
· Determining the failure loads of concrete deck slabs of girder bridges under concentrated wheel loads.
In addition, the book includes extensive chapters dealing with the design of wood bridges and soil-steel bridges. Further, a unique chapter on structural health monitoring (SHM) will help bridge engineers determine the actual load carrying capacities of bridges, as opposed to their perceived analytical capacities.
The chapter addressing structures made with fibre-reinforced polymers will allow engineers to design highly durable, economical and sustainable structures. This chapter also provides guidance on rehabilitating deteriorated structures with these new materials.
The book also deals with the philosophy of bridge design without resorting to complex equations.
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RAM Connection, a steel connection design application, is fully integrated with RAM Structural System, RAM Elements, and STAAD.Pro and coming soon with ProStructures! RAM Connection can check or design connections in seconds.
Thanks to LAVTEAM.
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This Standard provides the criteria and minimum requirements for the design, manufacture, assembly, construction, inspection and maintenance of steel structures and steel composite structures - concrete buildings, as well as that of its members, components, joints and connections, which are planned or implemented in the country, and be applied in conjunction with the Venezuelan Standards and COVENIN -MINDUR. This standard applies to both new buildings and the evaluation, adaptation, rehabilitation, strengthening or repair of existing buildings that meet the requirements of Venezuelan COVENIN - Building Seismic MINDUR 1756-1998. Temporary or interim work must also comply with the provisions of this standard.
Excluding the domain of application of this Standard: hollow sections, cold formed profiles and open web joists (joists), which are governed by specific rules. See transitional provisions. The term structural steel used in this Standard refers to any member or element described in the contract documents as such and / or the need for strength and stability of the structure. These members and structural steel elements are listed in general terms in COVENIN - Standardized MINDUR 1755 Code for the Construction and Steel Structures practices.
The notation used in this standard essentially corresponds to that contained in the Standards of the American Institute of Steel Construction, AISC, especially AISC-LRFD 1993 standard. The system corresponds to MKS units: meter (m), Kilogram force (kgf), Second (s).
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This code establishes requirements for the design and implementation of structural concrete buildings that are planned or built in the country. Applies to all aspects of the design, construction, inspection, supervision, maintenance, evaluation, adjustment or repair, as well as the properties and quality assurance of materials. Temporary or interim work must comply with the provisions of this standard.
Where appropriate, this Statement or any part thereof, is applied to the design, construction, inspection, monitoring and maintenance of structures for silos, grain elevators, warehouses, structures explosives testing, and other civil works, without prejudice to other specific technical criteria for the purposes of each work. Excluded from this standard:
The concrete with less than 1400 kgf / m3 unit weights.
The concrete with higher compressive strength specified in 600 kgf / cm2.
Members exposed to temperatures above 100 ° C.
The structures or members pre or post-tensioned concrete.
Structural systems consisting of prefabricated members.
The concrete used in mixed steel-concrete constructions comply with the provisions of this standard. Mixed steel-concrete members not included in this Statement are subject to the Venezuelan Standard 1618. Included within the scope of this standard the following members of steel-concrete composite structures: Mixed steel-concrete columns when the area structural steel profile is less than 4% of the total area of the mixed column. See Article 10.7. Concrete slabs emptied on sheets of corrugated metal (metal soffit) designed and built without considering joint action steel - concrete. See Chapter 16.
In addition to the general requirements of the particular project in this Standard, the buildings must comply with the special provisions for earthquake resistant design according to the design level. Levels of Design, ND, required in different seismic zones are set out in standard Covenin 1756.
This code is based on the Building Code Requirements for Structural Concrete (ACI 318-05) and Commentary (ACI 318R-05) of the American Concrete Institute with the amendments that were considered appropriate to adapt to our environment. Unlike the existing 318 ACI Code, the requirements of earthquake-resistant design are integrated in all the articles. This is reflected in Chapter 18, which is now more rational system. This aspect is also reflected in the design of foundations, which is in Chapter 15.
The units used in this Standard for the Technical System MKS, Metro-Kilogram-force Segundo, predominantly used the kilogram-force (kgf) and centimeter (cm) and combinations thereof; It is indicated in parentheses, the corresponding unit in the International System of Units SI.
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Project Scheduling Rules
Generally Accepted Rules According to PMI and DoD
By Nader Khorrami Rad, PMP
en.khorramirad.info
1st edition
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Author(s)/Editor(s): David W. Lewis | Size: 10 MB | Format:PDF | Quality:Unspecified | Year: 1991 | pages: 308 | ISBN: 9810239068
This book provides an introduction to matrix theory and aims to provide a clear and concise exposition of the basic ideas, results and techniques in the subject. Complete proofs are given, and no knowledge beyond high school mathematics is necessary. The book includes many examples, applications and exercises for the reader, so that it can used both by students interested in theory and those who are mainly interested in learning the techniques.
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