Bilagsrapport - It.civil.aau.dk - Aalborg Universitet

2.1 Dimensioneringsforudsætninger9.2 ANVENDELSESGRÆNSETILSTAND.......................................................................................................1629.3 BRUDGRÆNSETILSTAND.....................................................................................................................1819.4 VURDERING .......................................................................................................................................19310 RAND- OG FORSKYDNINGSARMERING ........................................................................................19510.1 STRINGERBEREGNING ........................................................................................................................20210.2 VURDERING .......................................................................................................................................21711 BRANDDIMENSIONERING AF ETAGEDÆK ..................................................................................21911.1 PARAMETRISK BRANDFORLØB EFTER DS 410 ....................................................................................21911.2 STANDARD BRANDFORLØB EFTER DS 410 .........................................................................................22511.3 TEMPERATURUDVIKLING I BETON ......................................................................................................22611.4 LASTER I BRANDDIMENSIONERINGSTILSTAND....................................................................................22711.5 BRANDDIMENSIONERING AF ETAGEDÆK MOD KÆLDER......................................................................22911.6 BRANDDIMENSIONERING AF ETAGEDÆK MOD 1.SAL ..........................................................................23211.7 VURDERING .......................................................................................................................................23812 BUNDFORHOLD.....................................................................................................................................24312.1 BUNDFORHOLD VED BORING 13 .........................................................................................................24312.2 BUNDFORHOLD VED BORING 14 .........................................................................................................24512.3 BUNDFORHOLD VED BORING 15 .........................................................................................................24612.4 BUNDFORHOLD VED BORING 16 .........................................................................................................24812.5 BUNDFORHOLD VED BORING 18 .........................................................................................................24912.6 VURDERING AF BUNDFORHOLD..........................................................................................................25013 DIREKTE FUNDERING.........................................................................................................................25113.1 LAST PÅ KÆLDERFUNDAMENT ...........................................................................................................25213.2 BÆREEVNE AF KÆLDERFUNDAMENT, FACADE ...................................................................................25613.3 BÆREEVNE AF KÆLDERFUNDAMENT, GAVL .......................................................................................25913.4 VURDERING .......................................................................................................................................26214 PÆLEFUNDERING ................................................................................................................................26314.1 BRUDBÆREEVNE FOR PRØVEPÆLENE .................................................................................................26314.2 LASTER FRA KERNE 1.........................................................................................................................26914.3 FUNDERING AF KERNE 1 ....................................................................................................................27014.4 ANVENDELSESGRÆNSETILSTAND.......................................................................................................27914.5 VURDERING .......................................................................................................................................27915 DIMENSIONERING AF FRI SPUNSVÆG..........................................................................................28115.1 UDRÆNET TILSTAND ..........................................................................................................................28215.2 DRÆNET TILSTAND ............................................................................................................................29015.3 VURDERING .......................................................................................................................................29716 GRUNDVANDSSÆNKNING .................................................................................................................29916.1 SITUATION .........................................................................................................................................29916.2 FILTERBORING ...................................................................................................................................30216.3 VURDERING .......................................................................................................................................30617 PÆLERAMNING ....................................................................................................................................31117.1 RAMMEMATERIEL ..............................................................................................................................31317.2 TIDSFORBRUG ....................................................................................................................................31417.3 RAMMEPLAN......................................................................................................................................31617.4 KAPNING AF BETONPÆLE ...................................................................................................................318- 4 -