LEADER 01332nem0-2200445---450 001 990009623680403321 005 20170616111649.0 035 $a000962368 035 $aFED01000962368 035 $a(Aleph)000962368FED01 035 $a000962368 100 $a20120924d1946----km-y0itay50------ba 101 0 $aita 102 $aIT 120 $ab--------bl-- 121 $aaa-aabb-a$b-------- 123 1 $aa$b1:100000$do0043000$eo0040000$fn0444000$gn0442000 124 $aa$bd$c--$db$e-$f--$g-- 200 1 $aCeva$bDocumento cartografico$fIGM 206 $a1:100000 (O4°30'-O4°/N44°40'-N44°20') 210 $aFirenze$cIGM$dstampa 1946 215 $a1 carta$ccolor.$d44 x 40 cm su foglio 50 x 48 cm 300 $aIl meridiano di riferimento è Monte Mario, Roma 300 $aNell'esemplare la rappresentazione dell'orografia è a sfumo 300 $aAggiornamento 1933 540 1 $aFoglio 81 540 1 $aMonbasiglio 540 1 $aMalvicino 540 1 $aCortemilia 540 1 $aCravanzana 540 1 $aGorzegno 610 0 $aPiemonte$aCarte 710 02$aIstituto geografico militare$05005 801 0$aIT$bUNINA$gRICA$2UNIMARC 901 $aMP 912 $a990009623680403321 952 $aMP Cass.2 IGM 100 (081)$bIst. 3653$fILFGE 959 $aILFGE 996 $aCeva$9848659 997 $aUNINA LEADER 05198nam 2200613 450 001 9910787933103321 005 20230807204346.0 010 $a1-119-00485-3 010 $a1-118-93414-8 010 $a1-118-93996-4 035 $a(CKB)2670000000570931 035 $a(EBL)1813353 035 $a(SSID)ssj0001415447 035 $a(PQKBManifestationID)11744934 035 $a(PQKBTitleCode)TC0001415447 035 $a(PQKBWorkID)11343558 035 $a(PQKB)11701892 035 $a(MiAaPQ)EBC1813353 035 $a(Au-PeEL)EBL1813353 035 $a(CaPaEBR)ebr10953260 035 $a(CaONFJC)MIL650908 035 $a(OCoLC)894930738 035 $a(EXLCZ)992670000000570931 100 $a20141024h20152015 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aTemporary structure design /$fChris Souder 210 1$aHoboken, New Jersey :$cJohn Wiley & Sons, Inc.,$d2015. 210 4$d©2015 215 $a1 online resource (452 p.) 300 $aIncludes index. 311 $a1-118-90558-X 311 $a1-322-19628-1 327 $aCover; Title Page; Copyright; Contents; About the Author; Preface; Acknowledgments; Chapter 1 Statics Review; 1.1 Statics Review; 1.2 Units of Measure; 1.2.1 Common Units of Measure; 1.3 Statics; 1.3.1 Centroids/Center of Gravity; 1.3.2 Properties of Sections; Chapter 2 Strength of Materials Review; 2.1 Stress; 2.1.1 Normal Stress; 2.1.2 Bending Stress; 2.1.3 Shear Stress; 2.1.4 Horizontal Shear Stress; 2.1.5 Modulus of Elasticity; 2.2 Bending Moments; 2.2.1 Maximum Bending Moments; 2.2.2 Maximum Shear; 2.2.3 Law of Superposition; 2.3 Materials; 2.3.1 Factors of Safety; 2.3.2 Grades of Steel 327 $a2.3.3 Compact Beam2.3.4 Wood; 2.4 Deflection; 2.5 Shear and Moment Diagrams; 2.6 Beam Design; 2.6.1 Combined Stress; Chapter 3 Types of Loads on Temporary Structures; 3.1 Supports and Connections on Temporary Structures; 3.1.1 Forces and Loads on Temporary Structures; 3.1.2 Materials-How Different Materials Create Different Forces; Chapter 4 Scaffolding Design; 4.1 Regulatory; 4.2 Types of Scaffolding; 4.3 Loading on Scaffolding; 4.4 Scaffolding Factors of Safety; 4.5 Scaffold Components; 4.5.1 Planking; 4.5.2 Bearers (Lateral Supports); 4.5.3 Runners; 4.5.4 Posts; 4.5.5 OSHA 327 $a4.6 Scaffold Design4.6.1 Securing Scaffolding to the Structure; 4.6.2 Hanging Scaffold; Chapter 5 Soil Properties and Soil Loading; 5.1 Soil Properties; 5.1.1 Standard Penetration Test and Log of Test Borings; 5.1.2 Unit Weights above and below the Water Table; 5.1.3 Testing; 5.2 Soil Loading; 5.2.1 Soil Mechanics; 5.2.2 Active Soil Pressure and Coefficient; 5.2.3 Soil Pressure Theories; 5.2.4 Soil Pressure Examples Using Rankine Theory; 5.2.5 Soil Pressures Using State and Federal Department Standards; Chapter 6 Soldier Beam, Lagging, and Tiebacks; 6.1 System Description and Units of Measure 327 $a6.1.1 Beams/Piles6.1.2 Lagging; 6.1.3 Tiebacks; 6.2 Materials; 6.2.1 Steel AISC; 6.2.2 Wood Species-National Design Specifications (NDS) for Wood Construction; 6.2.3 Lagging; 6.2.4 Soldier Beam Design; 6.2.5 Tiebacks and Soil Nails; Chapter 7 Sheet Piling and Strutting; 7.1 Sheet Piling Basics; 7.1.1 Materials; 7.1.2 System Description and Unit of Measure; 7.1.3 Driving Equipment; Chapter 8 Pressure and Forces on Formwork and Falsework; 8.1 Properties of Materials; 8.1.1 Unit Weights; 8.1.2 Forces from Concrete Placement; Chapter 9 Concrete Formwork Design; 9.1 General Requirements 327 $a9.1.1 Concrete Specifications9.1.2 Types and Costs of Forms in Construction; 9.2 Formwork Design; 9.2.1 Bending, Shear, and Deflection; 9.2.2 Form Design Examples Using All-Wood Materials with Snap Ties or Coil Ties; 9.2.3 Formwork Charts; 9.2.4 Estimating Concrete Formwork; 9.3 Conclusion; Chapter 10 Falsework Design; 10.1 Falsework Risks; 10.1.1 Falsework Accidents; 10.1.2 Falsework Review Process; 10.1.3 Falsework Design Criteria; 10.1.4 Load Paths for Falsework Design; 10.1.5 Falsework Design Using Formwork Charts; 10.1.6 Bridge Project; Chapter 11 Bracing and Guying 327 $a11.1 Rebar Bracing and Guying 330 $aA comprehensive guide to temporary structures in construction projects Temporary Structure Design is the first book of its kind, presenting students and professionals with authoritative coverage of the major concepts in designing temporary construction structures. Beginning with a review of statistics, it presents the core topics needed to fully comprehend the design of temporary structures: strength of materials; types of loads on temporary structures; scaffolding design; soil properties and soil loading; soldier beam, lagging, and tiebacks; sheet piling and strutting; pressure and forces on 606 $aTemporary structures (Building)$xDesign and construction 615 0$aTemporary structures (Building)$xDesign and construction. 676 $a690 700 $aSouder$b Chris$01474347 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910787933103321 996 $aTemporary structure design$93687991 997 $aUNINA LEADER 01324nas 2200445-a 450 001 996212779703316 005 20230817213016.0 011 $a1740-4762 035 $a(DE-599)ZDB2161310-2 035 $a(OCoLC)56385751 035 $a(CKB)111071177696000 035 $a(CONSER)--2005249115 035 $a(EXLCZ)99111071177696000 100 $a20040829a20049999 s-- a 101 0 $aeng 135 $aur||||||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aEuropean management review 210 1$a[Houndsmills, Basingstoke, Hants] :$cPalgrave Macmillan,$d©2004- 210 31$aChichester, UK :$cJohn Wiley & Sons 300 $aRefereed/Peer-reviewed 311 $a1740-4754 517 1 $aEMR 531 $aEUR. 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