LEADER 01759nam 2200337 n 450 001 996391913803316 005 20221107235557.0 035 $a(CKB)1000000000672890 035 $a(EEBO)2240904752 035 $a(UnM)99850865 035 $a(EXLCZ)991000000000672890 100 $a19920316d1639 uy | 101 0 $aeng 135 $aurbn||||a|bb| 200 02$aA table collected of the yeares of our Lord God, and of the yeares of the kings of England$b[electronic resource] $econtinued from the first yeare of William the Conquerour, untill the fifteenth yeare of our soveraigne lord, Charles, by the grace of God, King of Great Britaine, France, and Ireland, shewing how the yeares of our Lord God, and the yeares of the kings of this realme concurre and agree together: by which table it may quickly be counted how many yeares, moneths, and dayes be past since the making of any evidences, instruments, &c. Written by William Rastall, and now newly corrected and augmented, 1639. By J. Booker 210 $aLondon $cPrinted by R[ichard] B[adger] for Andrew Hebb, at the Bell in S. Pauls Church-yard$d1639 215 $a[6], 100 p 300 $aPrinter's name from STC. 300 $aReproduction of the original in the Henry E. Huntington Library and Art Gallery. 330 $aeebo-0113 607 $aGreat Britain$xKings and rulers$xChronology$vEarly works to 1800 700 $aRastell$b William$f1508?-1565.$01001637 701 $aBooker$b John$f1603-1667.$01001751 801 0$bCu-RivES 801 1$bCu-RivES 801 2$bCStRLIN 801 2$bWaOLN 906 $aBOOK 912 $a996391913803316 996 $aA table collected of the yeares of our Lord God, and of the yeares of the kings of England$92407849 997 $aUNISA LEADER 01139nam0-22003611i-450 001 990007414280403321 005 20230803125945.0 010 $a88-85065-05-8 035 $a000741428 035 $aFED01000741428 035 $a(Aleph)000741428FED01 100 $a20030414d2001----km-y0itay50------ba 101 0 $aita 102 $aIT 105 $aacfhaot-001yb 200 1 $aCarteggio Verdi-Cammarano$e(1843-1852)$fa cura di Carlo Matteo Mossa 210 $aParma$cIstituto di studi verdiani$d2001 215 $aXLVI, 457 p., [31] p. di tav.$cill. a col. ed in b. e n.$d25 cm 225 1 $aEdizione critica dell'epistolario verdiano 307 $aRil. 610 0 $aVerdi,Giuseppe$aCarteggi 676 $a782.10924$v21$zita 700 1$aVerdi,$bGiuseppe$f<1813-1901>$0155873 701 1$aCammarano,$bSalvatore$f<1801-1852>$0215172 702 1$aMossa,$bCarlo Matteo 801 0$aIT$bUNINA$gRICA$2UNIMARC 901 $aBK 912 $a990007414280403321 952 $a782.1 VER 27$bBibl.46147$fFLFBC 952 $aDFT D65.12 VERG 02$fFLFBC 959 $aFLFBC 996 $aCarteggio Verdi-Cammarano$9677080 997 $aUNINA LEADER 05418nam 2200673 a 450 001 996208171103316 005 20230803025859.0 010 $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$b[electronic resource]$ethe CEN/TS 1992-4 provisions /$fRainer Malle?e, Werner Fuchs, Rolf Eligehausen 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 $a996208171103316 996 $aDesign of fastenings for use in concrete$92171021 997 $aUNISA