SIST EN 1993-1-1:2005/A101:2006
Evrokod 3: Projektiranje jeklenih konstrukcij – 1-1. del: Splošna pravila in pravila za stavbe – Nacionalni dodatek
Evrokod 3: Projektiranje jeklenih konstrukcij – 1-1. del: Splošna pravila in pravila za stavbe – Nacionalni dodatek
Part 1-1 gives generic detailed strength rules which are applicable to steel structures in general. Their use and any limits of applicability are explained in the text where necessary. It does not cover resistance to fire; particular aspects of special types of buildings and civil engineering works (e.g. bridges, masts, silos, piling or off-shore structures).
Evrokod 3: Projektiranje jeklenih konstrukcij – 1-1. del: Splošna pravila in pravila za stavbe – Nacionalni dodatek
Nacionalni dodatek vsebuje alternativne postopke, vrednosti in priporočila za razrede z opombami, ki kažejo, kje evropski standard predvideva, da se lahko uveljavi nacionalna izbira. Zato dopolnilo SIST EN 1993-1-1:2005/A101:2006 vsebuje nacionalno določene parametre, ki jih je treba uporabiti pri projektiranju stavb in gradbenih inženirskih objektov, zgrajenih v Republiki Sloveniji. Nacionalna izbira je v EN 1993-1-1:2005 dovoljena v:
2.3.1(1), 3.1(2), 3.2.1(1), 3.2.2(1), 3.2.3(1), 3.2.3(3)B, 3.2.4(1)B, 5.2.1(3), 5.2.2(8), 5.3.2(3), 5.3.2(11), 5.3.4(3), 6.1(1), 6.1(1)B, 6.3.2.2(2), 6.3.2.3(1), 6.3.2.3(2), 6.3.2.4(1)B, 6.3.2.4(2)B, 6.3.3(5), 6.3.4(1), 7.2.1(1)B, 7.2.2(1)B, 7.2.3(1)B, BB.1.3(3)B
General Information
Standards Content (Sample)
6,67(1$
6/29(16.,
67$1'$5'
PDUHF
(YURNRG3URMHNWLUDQMHMHNOHQLKNRQVWUXNFLM±GHO6SORãQDSUDYLODLQ
SUDYLOD]DVWDYEH±1DFLRQDOQLGRGDWHN
(XURFRGH'HVLJQRIVWHHOVWUXFWXUHV±3DUW*HQHUDOUXOHVDQGUXOHVIRU
EXLOGLQJV
(XURFRGH&DOFXOGHVVWUXFWXUHVHQDFLHU±3DUWLH5qJOHVJpQpUDOHVHW
UqJOHVSRXUOHVEkWLPHQWV
(XURFRGH %HPHVVXQJ XQG .RQVWUXNWLRQ YRQ 6WDKOEDXWHQ ± 7HLO
$OOJHPHLQH%HPHVVXQJVUHJHOQXQG5HJHOQIUGHQ+RFKEDX
5HIHUHQþQDR]QDND
,&6 6,67(1$VO
1DGDOMHYDQMHQDVWUDQHKRGGR
!"#$%&’()"!*+, -*"#
---------------------- Page: 1 ----------------------
6,67(1$
1$&,21$/1,892'
'RSROQLOR6,67(1$VO(YURNRG3URMHNWLUDQMHMHNOHQLKNRQVWUXNFLM±GHO
6SORãQDSUDYLODLQSUDYLOD]DVWDYEH±1DFLRQDOQLGRGDWHNLPDVWDWXVGRSROQLODNVWDQGDUGX
6,67(1
1$&,21$/1,35('*2925
6ORYHQVNLQDFLRQDOQLVWDQGDUG6,67(1MHSULY]HWHYURSVNLVWDQGDUG(1
NLJDMHSULSUDYLOWHKQLþQLRGERU(YURSVNHJDNRPLWHMD]DVWDQGDUGL]DFLMR&(17&.RQVWUXNFLMVNL
HYURNRGLNDWHUHJDWDMQLãWYRMHYSULVWRMQRVWL%6,
'RSROQLOR6,67(1$MHSULSUDYLOWHKQLþQLRGERU6,677&.21.RQVWUXNFLMH
7RGRSROQLORVHODKNRXSRUDEOMDVNXSDMVVWDQGDUGRP6,67(1R]LURPD(1
NLYSRJODYMX1DFLRQDOQLGRGDWHNQDWDQþQRGRORþDSRJODYMD]DQDFLRQDOQRL]ELUR
1DFLRQDOQDL]ELUDMHY(1GRYROMHQDY
... %
...
...
... %
...
% %
...% %
...% %%%
..
.. %
1DFLRQDOQLGRGDWHNYVHEXMHDOWHUQDWLYQHSRVWRSNHYUHGQRVWLLQSULSRURþLOD]DUD]UHGH]RSRPEDPLNL
NDåHMR NMH HYURSVNL VWDQGDUG SUHGYLGHYD GD VH ODKNR XYHOMDYL QDFLRQDOQD L]ELUD =DWR GRSROQLOR
6,67(1$YVHEXMHQDFLRQDOQRGRORþHQHSDUDPHWUHNLMLKMHWUHEDXSRUDELWLSUL
SURMHNWLUDQMXVWDYELQJUDGEHQLKLQåHQLUVNLKREMHNWRY]JUDMHQLKY5HSXEOLNL6ORYHQLML
2GORþLWHY]DL]GDMRWHJDGRSROQLODMHGQHIHEUXDUMDVSUHMHOWHKQLþQLRGERU6,677&.21
.RQVWUXNFLMH
=9(=$=1$&,21$/1,067$1'$5'20
6,67(1 (YURNRG3URMHNWLUDQMHMHNOHQLKNRQVWUXNFLM±GHO6SORãQD
SUDYLODLQSUDYLOD]DVWDYEH
2320%$
± 1DFLRQDOQLXYRGLQQDFLRQDOQLSUHGJRYRUQLVWDVHVWDYQLGHOVWDQGDUGD
---------------------- Page: 2 ----------------------
6,67(1$
1DFLRQDOQLGRGDWHNN6,67(1
QRUPDWLYQL
1 9VHELQDGRGDWND
7D QDFLRQDOQL GRGDWHN YVHEXMH SRGDWNH R QDFLRQDOQR GRORþHQLK SDUDPHWULK L]ELUL PHG
DOWHUQDWLYQLPLSRVWRSNLSURMHNWLUDQMDLQRVWDWXVXGRGDWNRYNLMLKMHSULXSRUDEL6,67(1
WUHEDXSRãWHYDWLY6ORYHQLML
.MHUMHGRYROMHQDQDFLRQDOQDL]ELUDUD]HQJOHGHVWDWXVDGRGDWNRYMHWRY6,67(1
QDYHGHQRYRSRPELVH]QDPWRþNSDMHSRGDQYQDFLRQDOQHPSUHGJRYRUXN6,67(1
1 1DFLRQDOQRGRORþHQLSDUDPHWULLQL]ELUDPHGDOWHUQDWLYQLPLSRVWRSNLSURMHNWLUDQMD
NLYHOMDMRY6ORYHQLML
2320%$N
*OHGHQH]JRGQLKYSOLYRYLQYSOLYRY]DUDGLSRVHEQLKUHJLRQDOQLKDOLSRGQHEQLKSRJR
...
Questions, Comments and Discussion
Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.