LEADER 05418nam 2200685 a 450 001 9910824051703321 005 20240313204039.0 010 $a3-433-60271-9 010 $a3-433-60273-5 010 $a3-433-60270-0 035 $a(CKB)2670000000353839 035 $a(EBL)1181437 035 $a(OCoLC)842963531 035 $a(SSID)ssj0000904752 035 $a(PQKBManifestationID)12441435 035 $a(PQKBTitleCode)TC0000904752 035 $a(PQKBWorkID)10924542 035 $a(PQKB)10598866 035 $a(MiAaPQ)EBC1181437 035 $a(Au-PeEL)EBL1181437 035 $a(CaPaEBR)ebr10695397 035 $a(CaONFJC)MIL485945 035 $a(EXLCZ)992670000000353839 100 $a20130522d2013 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aDesign of fastenings for use in concrete $ethe CEN/TS 1992-4 provisions /$fRainer Malle?e, Werner Fuchs, Rolf Eligehausen 205 $a1st ed. 210 $aBerlin, Germany $cErnst & Sohn$dc2013 215 $a1 online resource (172 p.) 225 0 $aBetonKalender 300 $aDescription based upon print version of record. 311 $a3-433-03044-8 320 $aIncludes bibliographical references and index. 327 $aDesign of Fastenings for Use in Concrete - the CEN/TS 1992-4 Provisions; Contents; Editorial; 1 Introduction; 2 Fields of application; 3 Basis of design; 3.1 General; 3.2 Verifications; 3.3 Partial factors; 3.3.1 General; 3.3.2 Actions; 3.3.3 Resistance; 3.3.3.1 Ultimate limit state; 3.3.3.2 Serviceability limit state; 4 Derivation of forces acting on fasteners; 4.1 General; 4.2 Tension loads; 4.2.1 Tension loads on fastenings with post-installed fasteners and headed fasteners; 4.2.2 Tension loads on fastenings with anchor channels; 4.3 Shear loads 327 $a4.3.1 Shear loads on fastenings with post-installed and headed fasteners4.3.2 Shear loads on fastenings with anchor channels; 4.4 Tension forces in a supplementary reinforcement; 5 Verification of ultimate limit state by elastic analysis for post-installed fasteners (mechanical systems); 5.1 General; 5.2 Tension load; 5.2.1 Required verifications; 5.2.2 Steel failure; 5.2.3 Pull-out/pull-through failure; 5.2.4 Conical concrete break-out failure; 5.2.4.1 Characteristic resistance of a single fastener; 5.2.4.2 Effect of spacing and edge distance 327 $a5.2.4.3 Effect of heavy surface reinforcement (shell spalling)5.2.4.4 Effect of the eccentricity of the load; 5.2.4.5 Special cases: three or four edges with ci < ccr,n; 5.2.5 Splitting; 5.2.5.1 Splitting failure during installation of post-installed fasteners; 5.2.5.2 Splitting failure of loaded post-installed fasteners; 5.3 Shear load; 5.3.1 Required verifications; 5.3.2 Steel failure without lever arm; 5.3.3 Steel failure with lever arm; 5.3.4 Pry-out failure; 5.3.5 Concrete edge failure; 5.3.5.1 Characteristic resistance of a single fastener; 5.3.5.2 Effect of spacing 327 $a5.3.5.3 Effect of edge distances parallel to the load direction5.3.5.4 Effect of member thickness; 5.3.5.5 Effect of the eccentricity of the load; 5.3.5.6 Effect of load direction; 5.3.5.7 Effect of the position of the fastening; 5.3.5.8 Special case: narrow thin member; 5.4 Combined tension and shear load; 5.4.1 Steel failure decisive for tension and shear load; 5.4.2 Other modes of failure decisive; 6 Verification of post-installed fasteners (chemical systems) for the ultimate limit state based on the theory of elasticity; 6.1 General; 6.2 Tension load; 6.2.1 Required verifications 327 $a6.2.2 Steel failure6.2.3 Combined pull-out and concrete failure; 6.2.3.1 Characteristic resistance of a single fastener; 6.2.3.2 Edge distance and spacing; 6.2.3.3 Effect of closely spaced fasteners; 6.2.3.4 Effect of heavy reinforcement (shell spalling); 6.2.3.5 Effect of the eccentricity of the load; 6.2.3.6 Special case: three or four edges with ci < ccr,Np; 6.2.4 Concrete cone failure; 6.2.5 Splitting; 6.3 Shear load; 6.3.1 Required verifications; 6.3.2 Steel failure due to shear load without and with lever arm; 6.3.3 Concrete pry-out; 6.3.4 Concrete edge failure 327 $a6.4 Combined tension and shear 330 $aThe European standard draft CEN/TS 1992-4 for the design of fastenings by means of headed studs, anchor channels, mechanical and chemical anchors is ready for use. This book elivers a detailed description of the determination of tension and shear load actions. Furthermore plastic load capacity design and a plastic design approach are given. Durability, fire resistance and earthquake action are exposed to a particular treatment.Selected chapters of the German concrete yearbook ""Beton-Kalender"" are now available in English. The new English BetonKalender Series delivers internationally 410 0$aBeton-Kalender Series 606 $aConcrete construction 606 $aAnchorage (Structural engineering) 615 0$aConcrete construction. 615 0$aAnchorage (Structural engineering) 676 $a624.1834 700 $aMalle?e$b Rainer$0519310 701 $aFuchs$b Werner$0143488 701 $aEligehausen$b Rolf$0519309 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910824051703321 996 $aDesign of fastenings for use in concrete$92171021 997 $aUNINA