000			02762nam a2200361Ii 4500
001			CRC0KE21350PDF
003			FlBoTFG
005			20230515112017.0
006			m o d
007			cr cn
008			140519t20142014flua ob 001 0 eng d
020			_a9780429101564
035			_a(OCoLC)880368501
040			_aFlBoTFG _beng _erda _cFlBoTFG
082			_a690.53 _bG411
090			_aTA660.T34 _bG47 2014
100	1		_aGhali, Amin.
245	1	0	_aCircular Storage Tanks and Silos
250			_a3rd.
260			_aBoca Raton : _bCRC Press, _cc2014.
300			_a388 p. :
504			_aIncludes bibliographical references and index.
505	0		_apart 1. Analysis and recommended practice -- part 2. Design tables.
520			_aPreface to third edition: This book, now in its third edition, is a guide for analysis and design of circular storage tanks and silos. Recommended practice for design and construction of concrete water tanks and liquefied natural gas tanks is presented in a new chapter. A Web site companion of the third edition provides the computer program CTW (Cylindrical Tank Walls) to perform the analysis for the load combinations anticipated in the design of cylindrical prestressed walls. The analysis in the design of tanks or silos having the general shape of axisymmetrical shell can be performed by the finite-element computer program SOR (Shells of Revolution), which is available from the same Web site (http://www.crcpress.com/product/isbn/9781466571044). Like the earlier editions, the new edition is suitable for use by practicing engineers, students, and researchers in any country. No specific system of units is used in most solved examples. However, it is advantageous to use actual dimensions and forces on the structure in a small number of examples. These problems are set in SI units and Imperial units (still used in the United States); the answers and the graphs related to these examples are given in the two systems. The presented methods of analysis and design procedures are independent of codes. However, occasional reference is made to North American and European codes. Periodic revisions of the codes should not lessen the relevance of the presented material. For the analysis of a symmetrically loaded cylindrical wall, it is sufficient to consider an elemental strip parallel to the cylinder axis-- _cProvided by publisher.
530			_aAlso available in print format.
650		0	_aStorage tanks _xDesign and construction.
650		0	_aSilos _xDesign and construction.
650		0	_aCylinders.
655		7	_aElectronic books. _2lcsh
776	0	8	_iPrint version: _z9781466571044 (hardback)
856	4	0	_uhttp://marc.crcnetbase.com/isbn/9781466571051 _qebook
942			_2ddc _cEBK
999			_c1034 _d1034