02153nam a2200373 a 4500001001200000003000800012006001900020007001500039008004100054010001700095020003500112020003800147040002100185035002100206050002400227082001500251245009300266250004200359260005500401300002400456500002000480500002600500505073200526533015201258650003801410650004801448655002901496700003601525700002401561710003401585710001701619856012601636999001701762ebr10236682CaPaEBRm        u        cr cn|||||||||050826s2006    enka    sf    001 0 eng    z  2005024960  z0632056126 (hbk. : alk. paper)  z9780632056125 (hbk. : alk. paper)  aCaPaEBRcCaPaEBR  a(OCoLC)64675550214aTA670b.S725 2006eb04a693/.122200aStructural masonry designers' manualh[electronic resource] /cW.G. Curtin ... [et al.].  a3rd ed. /brev. by David Easterbrook.  aOxford ;aMalden, MA :bBlackwell Science,cc2006.  axiv, 335 p. :bill.  aIncludes index.  a"Curtins consulting."0 aAdvantages and disadvantages of structural masonry -- Design philosophy -- Limit state design -- Basis of design (1): vertical loading -- Basis of design (2): lateral loading tensile and shear strength -- Strapping, propping and tying of loadbearing masonry -- Stability, accidental damage and progressive collapse -- Structural elements and forms -- Design of masonry elements (1): vertically loaded -- Design of masonry elements (2): combined bending and axial loading -- Design of single-storey buildings -- Fin and diaphragm walls in tall single-storey buildings -- Design of multi-storey structures -- Reinforced and post-tensioned masonry -- Arches -- Materials -- Components -- Movement joints -- Provision for services.  aElectronic reproduction.bPalo Alto, Calif. :cebrary,d2013.nAvailable via World Wide Web.nAccess may be limited to ebrary affiliated libraries. 0aMasonryvHandbooks, manuals, etc. 0aStructural designvHandbooks, manuals, etc. 7aElectronic books.2local1 aCurtin, W. G.q(William George)1 aEasterbrook, David.2 aCurtins Consulting Engineers.2 aebrary, Inc.40uhttp://site.ebrary.com/lib/rucke/Doc?id=10236682zAn electronic book accessible through the World Wide Web; click to view  c36523d36523