MARC details
| 000 -LEADER |
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| fixed length control field |
04155nam a22002897i 4500 |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20200930160357.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
101102s2001 enk||||| |||| 00| 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
0333792378 (pbk.) |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
FUE |
| Description conventions |
rda |
| 082 04 - DEWEY DECIMAL CLASSIFICATION NUMBER |
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| Edition number |
21 |
| Classification number |
624.183 |
| Item number |
M.W.D |
| 100 1# - MAIN ENTRY--PERSONAL NAME |
|---|
| Personal name |
McKenzie, W. M. C. |
| Fuller form of name |
(William M. C.) |
| 9 (RLIN) |
12617 |
| 245 10 - TITLE STATEMENT |
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| Title |
Design of structural masonry / |
| Statement of responsibility, etc |
W.M.C. McKenzie. |
| 264 #1 - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) |
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| Place of publication, distribution, etc |
Basingstoke : |
| Name of publisher, distributor, etc |
Palgrave, |
| Date of publication, distribution, etc |
[2001] |
| 264 #4 - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) |
|---|
| Date of publication, distribution, etc |
©2001 |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
vii, 267 pages : |
| Other physical details |
illustrations ; |
| Dimensions |
25 cm. |
| 336 ## - CONTENT TYPE |
|---|
| Content type term |
text |
| Content type code |
txt |
| Source |
rdacontent |
| 337 ## - MEDIA TYPE |
|---|
| Media type term |
unmediated |
| Media type code |
n |
| Source |
rdamedia |
| 338 ## - CARRIER TYPE |
|---|
| Carrier type term |
volume |
| Carrier type code |
nc |
| Source |
rdacarrier |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
|---|
| Bibliography, etc |
Includes bibliographical references and index. |
| 505 0# - FORMATTED CONTENTS NOTE |
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| Formatted contents note |
Cover --<br/>Contents --<br/>Preface --<br/>Acknowledgements --<br/>146; Structural Masonry --<br/>146;1 Introduction --<br/>146;2 Materials --<br/>146;1 Structural Units --<br/>146;2 Mortar --<br/>146;3 Bonds --<br/>146;4 Joint Finishes --<br/>146;5 Damp Proof Courses --<br/>146;6 Rendering --<br/>146;7 Wall Ties --<br/>146;3 Structural Forms --<br/>146;346;1 Rubble Walls --<br/>146;346;2 Ashlar Walls --<br/>146;346;3 Solid Walls and Columns --<br/>146;346;4 Cavity Walls --<br/>146;346;5 Diaphragm and Fin Walls --<br/>146;346;6 Reinforced and Prestressed Brickwork --<br/>146;4 Material Properties --<br/>146;446;1 Compressive Strength --<br/>146;446;2 Flexural Strength --<br/>146;446;3 Tensile Strength --<br/>146;446;4 Shear Strength --<br/>146;446;5 Modulus of Elasticity --<br/>146;446;6 Coefficient of Friction --<br/>146;446;7 Creep44; Moisture Movement and Thermal Expansion --<br/>146;5 Limit State Design --<br/>146;546;1 Partial Safety Factors --<br/>146;546;2 Characteristic Values --<br/>146;6 Review Problems --<br/>Axially Loaded Walls --<br/>1 Introduction --<br/>146;1 Characteristic Compressive Strength of Masonry --<br/>146;2 Partial Safety Factor for Material Strength --<br/>146;3 Plan Area --<br/>146;4 Thickness of Wall --<br/>146;5 Slenderness --<br/>146;6 Eccentricity of Applied Loading --<br/>146;7 Combined Slenderness and Eccentricity --<br/>146;8 Eccentricities in Columns --<br/>146;9 Type of Structural Unit --<br/>146;10 Laying of Structural Units --<br/>2 Example 1 Single45;Leaf Masonry Wall 1 --<br/>3 Example 2 Single45;Leaf Masonry Wall 2 --<br/>4 Example 3 Single45;Leaf Masonry Wall 3 --<br/>5 Stiffened Walls --<br/>6 Example 4 Stiffened Single45;Leaf Masonry Wall --<br/>7 Cavity Walls --<br/>746;1 Limitation on Uninterrupted Height --<br/>746;2 Accommodation of Differential Vertical Movement --<br/>746;3 Accommodation of Differential Horizontal Movement --<br/>8 Example 5 Cavity Wall 1 --<br/>9 Example 6 Cavity Wall 2 --<br/>10 Collar Jointed Walls --<br/>11 Grouted Cavity Walls --<br/>12 Example 7 Warehouse and Loading45;Bay --<br/>11 Solution to Example 7 --<br/>13 Example 8 Support for Fuel Tank --<br/>1346;1 Solution to Example 8 --<br/>14 Concentrated Loads --<br/>1446;1 Triangular Stress Block Method --<br/>1446;2 Timoshenko39;s Elastic Analysis --<br/>15 Example 9 Concentrated Load due to Reinforced Concrete Beam --<br/>1546;1 Solution to Example 9 --<br/>16 Example 10 Concentrated Load due to Reinforced Concrete Column --<br/>1646;1 Solution to Example 10 --<br/>17 Example 11 Roof Truss Support Wall --<br/>1746;1 Solution to Example 11 --<br/>18 Example 12 Concentrated Load on Spreader Beam --<br/>1846;1 Solution to Example 12 --<br/>19 Columns --<br/>20 Example 13 Eccentrically Loaded Column --<br/>2046;1 Solution to Example 13 --<br/>21 Example 14 Bridge Truss Support Columns --<br/>2146;1 Solution to Example 14 --<br/>22 Example 15 Column Between Adjacent Openings --<br/>21 Solution to Example 15 --<br/>23 Review Problems --<br/>346; Laterally Loaded Walls --<br/>346;1 Introduction --<br/>346;146;1 Design Stren. |
| 520 ## - SUMMARY, ETC. |
|---|
| Summary, etc |
<br/>"Design of Structural Masonry" provides a comprehensive source of information on practical masonry design, introduces the nature and inherent characteristics of masonry given in relation to the requirements of BS 5628 and introduces the use of Eurocode EC6 in structural masonry design. The book's content ranges from an introduction to masonry as a material to the design of realistic structures. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name as entry element |
Masonry. |
| 9 (RLIN) |
12618 |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name as entry element |
Structural design. |
| 9 (RLIN) |
12619 |
| 856 ## - ELECTRONIC LOCATION AND ACCESS |
|---|
| Materials specified |
Abstract |
| Uniform Resource Identifier |
<a href="http://repository.fue.edu.eg/xmlui/handle/123456789/3892">http://repository.fue.edu.eg/xmlui/handle/123456789/3892</a> |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
|---|
| Source of classification or shelving scheme |
Dewey Decimal Classification |
| Koha item type |
Books |