LEADER 01040nam 2200265la 450 001 9910482696603321 005 20221108071158.0 035 $a(UK-CbPIL)2090313691 035 $a(CKB)5500000000094208 035 $a(EXLCZ)995500000000094208 100 $a20210618d1587 uy | 101 0 $adan 135 $aurcn||||a|bb| 200 13$aEn liden Catechismvs: Eller christelig Lærdom, gantske nyttelig for vnge Folck oc Børm, Mart. Luth., [overs. af Peder Palladius]$b[electronic resource] 210 $aCopenhagen $cLorenz Benedicht$d1587 215 $aOnline resource (1 bd. Med Træsnit) 300 $aReproduction of original in Det Kongelige Bibliotek / The Royal Library (Copenhagen). 700 $aLuther$b Martin$f1483-1546.$0127546 701 $aPalladius$b Peder$f1503-1560.$0854810 801 0$bUk-CbPIL 801 1$bUk-CbPIL 906 $aBOOK 912 $a9910482696603321 996 $aEn liden Catechismvs: Eller christelig Lærdom, gantske nyttelig for vnge Folck oc Børm, Mart. Luth.,$92103735 997 $aUNINA LEADER 05681nam 2200757 450 001 996212478103316 005 20230721004025.0 010 $a1-282-34222-3 010 $a9786612342226 010 $a9786611308513 010 $a0-470-69781-4 010 $a0-470-69792-X 035 $a(CKB)1000000000687332 035 $a(EBL)354714 035 $a(OCoLC)437219797 035 $a(SSID)ssj0000310557 035 $a(PQKBManifestationID)11226820 035 $a(PQKBTitleCode)TC0000310557 035 $a(PQKBWorkID)10287138 035 $a(PQKB)10574357 035 $a(MiAaPQ)EBC354714 035 $a(MiAaPQ)EBC4957521 035 $a(Au-PeEL)EBL4957521 035 $a(CaONFJC)MIL234222 035 $a(OCoLC)1027127032 035 $a(EXLCZ)991000000000687332 100 $a20160819h20072007 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aStructural timber design to Eurocode 5 /$fJack Porteous, Abdy Kermani 205 $a1st ed. 210 1$aOxford, England :$cBlackwell Publishing,$d2007. 210 4$d©2007 215 $a1 online resource (556 p.) 300 $aDescription based upon print version of record. 311 $a1-4051-4638-9 320 $aIncludes bibliographical references at the end of each chapters and index. 327 $aSTRUCTURAL TIMBER DESIGN; Contents; Preface; 1. Timber as a Structural Material; 1.1 Introduction; 1.2 The structure of timber; 1.3 Types of timber; 1.3.1 Softwoods; 1.3.2 Hardwoods; 1.4 Natural characteristics of timber; 1.4.1 Knots; 1.4.2 Slope of grain; 1.4.3 Reaction wood; 1.4.4 Juvenile wood; 1.4.5 Density and annual ring widths; 1.4.6 Conversion of timber; 1.4.7 Seasoning; 1.4.8 Seasoning defects; 1.4.9 Cracks and fissures; 1.4.10 Fungal decay; 1.5 Strength grading of timber; 1.5.1 Visual grading; 1.5.2 Machine grading; 1.5.3 Strength classes; 1.6 Section sizes 327 $a1.7 Engineered wood products (EWPs)1.7.1 Glued-laminated timber (glulam); 1.7.2 Plywood; 1.7.3 Laminated veneer lumber (LVL); 1.7.4 Laminated Strand Lumber (LSL), TimberStrand®; 1.7.5 Parallel Strand Lumber (PSL), Parallam®; 1.7.6 Oriented Strand Board (OSB); 1.7.7 Particleboards and fibre composites; 1.7.8 Thin webbed joists (I-joists); 1.7.9 Thin webbed beams (Box beams); 1.7.10 Structural insulated panels (SIPs); 1.8 Suspended timber flooring; 1.9 Adhesive bonding of timber; 1.10 Preservative treatment for timber; 1.11 Fire safety and resistance; 1.12 References 327 $a2. Introduction to Relevant Eurocodes2.1 Eurocodes: General structure; 2.2 Eurocode 0: Basis of structural design (EC0); 2.2.1 Terms and de.nitions (EC0, 1.5); 2.2.2 Basic requirements (EC0, 2.1); 2.2.3 Reliability management (EC0, 2.2); 2.2.4 Design working life (EC0, 2.3); 2.2.5 Durability (EC0, 2.4); 2.2.6 Quality management (EC0, 2.5); 2.2.7 Principles of limit state design: General (EC0, 3.1); 2.2.8 Design situations (EC0, 3.2); 2.2.9 Ultimate limit states (EC0, 3.3); 2.2.10 Serviceability limit states (EC0, 3.4); 2.2.11 Limit states design (EC0, 3.5) 327 $a2.2.12 Classification of actions (EC0, 4.1.1)2.2.13 Characteristic values of actions (EC0, 4.1.2); 2.2.14 Other representative values of variable actions (EC0, 4.1.3); 2.2.15 Material and product properties (EC0, 4.2); 2.2.16 Structural analysis (EC0, 5.1); 2.2.17 Verification by the partial factor method: General (EC0, 6.1); 2.2.18 Design values of actions (EC0, 6.3.1); 2.2.19 Design values of the effects of actions (EC0, 6.3.2); 2.2.20 Design values of material or product properties (EC0, 6.3.3); 2.2.21 Factors applied to a design strength at the ULS 327 $a2.2.22 Design values of geometrical data (EC0, 6.3.4)2.2.23 Design resistance (EC0, 6.3.5); 2.2.24 Ultimate limit states (EC0, 6.4.1-6.4.5); 2.2.25 Serviceability limit states: General (EC0, 6.5); 2.3 Eurocode 5: design of timber structures - Part 1-1: General - Common rules and rules for buildings (EC5); 2.3.1 General matters; 2.3.2 Serviceability limit states (EC5, 2.2.3); 2.3.3 Load duration and moisture influences on strength (EC5, 2.3.2.1); 2.3.4 Load duration and moisture influences on deformations (EC5, 2.3.2.2); 2.3.5 Stress-strain relations (EC5, 3.1.2) 327 $a2.3.6 Size and stress distribution effects (EC5, 3.2, 3.3, 3.4 and 6.4.3) 330 $aStructural Timber Design to Eurocode 5 is a comprehensive book which provides practising engineers and specialist contractors with detailed information and in-depth guidance on the design of timber structures based on the common rules and rules for buildings in Eurocode 5 - Part 1-1. It will also be of interest to undergraduate and postgraduate students of civil and structural engineering.The book provides a step-by-step approach to the design of all of the most commonly used timber elements and connections using solid timber, glued laminated timber or wood based structural products. I 606 $aBuilding, Wooden$xStandards$zEurope 606 $aStructural frames$xDesign and construction$xStandards$zEurope 606 $aWood$xStandards$zEurope 606 $aEN1995 Eurocode 5 (Standard) 615 0$aBuilding, Wooden$xStandards 615 0$aStructural frames$xDesign and construction$xStandards 615 0$aWood$xStandards 615 0$aEN1995 Eurocode 5 (Standard) 676 $a624.184 676 $a694.02/184 700 $aPorteous$b Jack$0935246 702 $aKermani$b Abdy 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a996212478103316 996 $aStructural timber design to Eurocode 5$92877143 997 $aUNISA