kogebog til beregning af murværk efter ec6
kogebog til beregning af murværk efter ec6
kogebog til beregning af murværk efter ec6
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Copyright© Teknologisk Institut, Byggeri 2009-08-01<br />
10. Stabilitets<strong>beregning</strong> ......................................................................................................................................... 40<br />
10.1 EC6 ............................................................................................................................................................... 40<br />
10.2 Beregningsprogrammet Murværksprojektering, Ver. 5.0 ...................................................................... 40<br />
10.3 Eksempler .................................................................................................................................................... 40<br />
10.4 Vind på facade ............................................................................................................................................ 40<br />
10.5 Vind på gavl ................................................................................................................................................. 41<br />
11. Koncentreret last ............................................................................................................................................. 44<br />
11.1 EC6 ............................................................................................................................................................... 44<br />
11.2 Beregningsprogrammet Murværksprojektering, Ver. 5.0 ...................................................................... 47<br />
11.3 Eksempel ..................................................................................................................................................... 47<br />
12. Diverse .............................................................................................................................................................. 50<br />
12.1 Hældning <strong>af</strong> konstruktionen ...................................................................................................................... 50<br />
12.2 2.ordens effekter for hele konstruktionen ................................................................................................ 51<br />
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