About RAM Connection. 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. RAM Connection provides comprehensive analysis and design of virtually any connection type and the designs include the tedious seismic code provision requirements. Workflows are optimized with integration of 3D design and detailing models and through the ability to customize the program.
For more info:
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Article/eBook Full Name: Finite-Element Modelling of Unbounded Media
Author(s): John P. Wolf
Publish Date: 1996
ISBN: B01F82KVE4
Published By: Wiley
Related Links:
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Shear Connections in Composite Flexural Members of Steel and Concrete
Author(s):
Matti V. Leskelä
Edition:
1
Publish Date:
2017
ISBN:
978-92-9147-137-9
Published By:
ECCS
Related Links:
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Posted by: RyanRS - 04-27-2018, 03:47 AM - Forum: Concrete
- No Replies
Design of Prestressed Concrete to AS3600-2009, Second Edition
Author(s)/Editor(s): Raymond Ian Gilbert, Neil Colin Mickleborough, Gianluca Ranzi | Size: 94 MB | Format:PDF | Quality:Original preprint | Publisher: crc press | Year: 2015 | pages: 710 | ISBN: 9781466572690
Features
Contains information based on first principles and relies only on the principles of mechanics and the properties of concrete and steel, with numerous worked examples
Retains the clear and concise explanations and the easy-to-read style of the first edition
Includes numerous worked examples
Refers to the provisions of the Australian Standard for Concrete Structures (AS3600-2009) and, where possible, the notation is the same as in AS3600-2009
Presents practical methods for accounting for nonlinear and time-dependent effects of cracking, creep, shrinkage, and relaxation
Summary
The design of structures in general, and prestressed concrete structures in particular, requires considerably more information than is contained in building codes. A sound understanding of structural behaviour at all stages of loading is essential. This textbook presents a detailed description and explanation of the behaviour of prestressed concrete members and structures, both at service loads and at ultimate loads, and in doing so, provides a comprehensive and up-to-date guide to structural design.
Much of the text is based on first principles and relies only on the principles of mechanics and the properties of concrete and steel, with numerous worked examples. However, where the design requirements are code specific, this book refers to the provisions of the Australian Standard for Concrete Structures (AS3600-2009) and, where possible, the notation is the same as in AS3600-2009. A parallel volume is written to Eurocode 2, the European Standard for the Design of Concrete Structures.
The text runs from an introduction to the fundamentals to in-depth treatments of more advanced topics in modern prestressed concrete structures. It suits senior undergraduate and graduate students, and also practising engineers who want a comprehensive guide to the design of prestressed concrete structures. It retains the clear and concise explanations and the easy-to-read style of the first edition, but the content has been extensively reorganised and considerably expanded and updated. New chapters cover design procedures, actions, and loads; prestressing systems and construction requirements; and connections and detailing. The topic of serviceability is developed extensively throughout.
The authors have been researching and teaching the behaviour and design of prestressed concrete structures for more than 35 years, and this updated edition of the book reflects this wealth of experience. The work has also gained much from Ian Gilbert’s active and long-time involvement in the development of the Australian Standards for Concrete Structures (AS3600-2009) and Concrete Bridges (AS5100.5-2012).
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Pressuremeter Testing: Methods and Interpretation (CIRIA Ground Engineering Report)
Author(s)/Editor(s): R. J. Mair, David Wood | Size: 19 MB | Format:PDF | Quality:Scanner | Publisher: Butterworth-Heinemann Ltd | Year: 1987 | pages: 168 | ISBN: 0408024348
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
AutoDesk 2019 Universal Keygen (X32-X64) for Windows by X-Force
Size: 2 MB
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Pile cap design to bending method according to American and European code of concrete.
Feedback is welcomed!
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
This package contains complete design calculation notes, drawings, analysis file & bar bending schedule for dynamic vibrating and static equipment foundation. The package includes the following items:
- Calculation Note for Blower Foundation (Dynamic Equipment Foundation)
- Calculation Note for Stack Foundation (Static Equipment Foundation)
- Vendor Drawing (Input Data)
- Native Drawings (5 Sheets, Size:A1 - DWG file)
- Analysis Model (SAFE file)
- Bar Bending Schedule (Excel File)
![[Image: screen.png]](http://postgen.civilea.com/icon/screen.png){kind=icon}
![[Image: 12164623727652952239.jpg]](https://pic.civilea.com/images/12164623727652952239.jpg)
![[Image: info.png]](http://postgen.civilea.com/icon/info.png){kind=icon}
![[Image: tips.png]](http://postgen.civilea.com/icon/tips.png){kind=icon}
![[Image: homepage.png]](http://postgen.civilea.com/icon/homepage.png){kind=icon}
![[Image: download.png]](http://postgen.civilea.com/icon/download.png){kind=icon}
![[Image: crack.png]](http://postgen.civilea.com/icon/crack.png){kind=icon}
![[Image: password.png]](http://postgen.civilea.com/icon/password.png){kind=icon}
![[Image: 41135145699900932427.jpg]](https://pic.civilea.com/images/41135145699900932427.jpg)
![[Image: 21932174119625929003.jpg]](https://pic.civilea.com/images/21932174119625929003.jpg)
![[Image: comments.png]](http://postgen.civilea.com/icon/comments.png){kind=icon}
![[Image: 41w3o8eW6FL._SX340_BO1,204,203,200_.jpg]](https://images-na.ssl-images-amazon.com/images/I/41w3o8eW6FL._SX340_BO1,204,203,200_.jpg)
![[Image: 52406599077130774979.png]](https://pic.civilea.com/images/52406599077130774979.png)
![[Image: 25707339065857376077.png]](https://pic.civilea.com/images/25707339065857376077.png)
![[Image: 71374688238769472414.png]](https://pic.civilea.com/images/71374688238769472414.png)
![[Image: 09372182242030437652.png]](https://pic.civilea.com/images/09372182242030437652.png)
![[Image: 72054441652512205332.jpg]](https://pic.civilea.com/images/72054441652512205332.jpg)
![[Image: 53001653441427571580.jpg]](https://pic.civilea.com/images/53001653441427571580.jpg)
![[Image: 49136057475630597106.jpg]](https://pic.civilea.com/images/49136057475630597106.jpg)
![[Image: 35822449860732718119.jpg]](https://pic.civilea.com/images/35822449860732718119.jpg)
![[Image: 19828580432667701311.jpg]](https://pic.civilea.com/images/19828580432667701311.jpg)
![[Image: 06826109260256392356.jpg]](https://pic.civilea.com/images/06826109260256392356.jpg)
![[Image: 55690517624858536184.jpg]](https://pic.civilea.com/images/55690517624858536184.jpg)