Strengthening of Reinforced Concrete Beam-Column Joints
Repair and Strengthening of Reinforced Concrete Beam-Column Joints: State of the Art
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Certificate Course on Piping Engineering by IIT-BOMBAY
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Our company used Land Desktop for civil design.
Now we want to change a new one Civil 3D 2010 or Carlso civil 2010.
Pls suggest which one is better.
Thanks
Canadian Precast & Prestressed Concrete Institue
Design Manual 4th Edition
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Before the site was down for a few days it used to be a Last Posts notification small window both in the upper (a dynamic one) and bottom (a static one) part of the main window. But now there´s only the upper one.
Could we have again the one in the bottom? As for me, it let´s me keep track on latest posts easier.
WORKBOOK
Design of Wood Frame Buildings for High Wind, Snow and Seismic Loadings
by: The American Wood Council
* Publisher: American Forest & Paper Association & American Wood Council
* Number Of Pages: 150
* Publication Date: 2004, 2005
* ISBN-10 / ASIN: 0962598542
Product Description:
Design of Wood Frame Buildings for High Wind, Snow, and Seismic Loadings (WFCM Workbook) provides a design example, typical checklist, and background information related to design of a wood-frame structure in accordance with AF&PA's Wood Frame Construction Manual (WFCM) for One- and Two- Family Dwellings, 2001 Edition. The design example uses plans from a 2-story residence as the basis for a structural design to resist wind, seismic and snow loads. The WFCM Workbook is available as a free download
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Import Beam Design Forces from STAAD to Excel using Macro code. Can be used for any type of beam member. Useful to those who would like to check the software's result using their own spreadsheet. Any suggestions on improving the embedded macro shall be appreciated.
Cheers!
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This is the kind of book that one can use to hand to a graduate student starting to work on the subject of beams and plates on elastic foundations. It has a wealth of information, well organized, and not having too much detail. In addition, and most importantly, it has an extensive list of references, about 800 in all, covering the literature both in the Soviet Union and in the West.
The book is written for engineers, not mathematicians, so that the emphasis is on methods of analysis which lead to numerical, and particularly graphical, results for quantities of engineering interest—contact stresses, deflections, etc. Little emphasis is placed on topics such as integral transforms, dual integral equations, etc. Where such topics are introduced they are treated merely as tools which may be used to obtain solutions to problems.
The main body of the book is devoted to a study of the wide variety of problems relating to an elastic structure lying on a foundation, which again is almost always assumed to be elastic. The variety of problems arises because the structure may be taken to be rigid or elastic, and may be a beam, thin or thick, finite or infinite; a plate, circular or rectangular, thin or thick, finite or infinite. The foundation also may take various forms; it may be a simple Winkler foundation made up of independent linear springs, it may be some more complicated, Vlasov-Leont'ev or two-parameter model, or it may be a continuum, isotropic or anisotropic, homogeneous or nonhomogeneous. Virtually all the important combinations are studied and compared with each other. Most of the work is quasi-analytical, but purely numerical methods such as the finite-difference and finite-element methods are introduced and used. A final chapter deals with the determination of soil parameters, particularly by experimental methods, and a series of appendices give the details of the mathematical analysis of some of the basic plate-foundation problems.
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