001991.01.03_NA-EN-el_2010

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2010-11-15 ICS: 91.010.30 ΔΛΟΣ EN 1991-1-3:2004/ NA ΔΛΛΖΝΗΚΟ ΠΡΟΣΤΠΟ HELLENIC STANDARD Δθνικό Πποζάπηημα ζηο ΔΛΟΣ EN 1991-1-3:2004 Δςπυκώδικαρ 1: Γπάζειρ ζε δομήμαηα - Μέπορ 1-3: Γενικέρ δπάζειρ - Φοπηία σιονιού Greek National Annex to ΔLΟΣ EN 1991-1-3:2004 Eurocode 1 - Actions on structures - Part 1-3: General actions - Snow loads Κιάζε ηηκνιόγεζεο: 4 © ΔΛΟΣ ΔΛΛΖΝΗΚΟ ΟΡΓΑΝΗΜΟ ΣΤΠΟΠΟΗΖΖ Α.Δ. Λ. ΚΖΦΗΟΤ 50, 121 33 ΠΔΡΗΣΔΡΗ

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001991.01.03_NA-EN-el_2010

Transcript of 001991.01.03_NA-EN-el_2010

  • 2010-11-15 ICS: 91.010.30

    EN 1991-1-3:2004/ NA

    HELLENIC STANDARD

    EN 1991-1-3:2004 1: - 1-3: -

    Greek National Annex to

    L EN 1991-1-3:2004 Eurocode 1 - Actions on structures - Part 1-3: General actions - Snow loads

    : 4

    .. . 50, 121 33

  • EN 1991-1-3:2004/NA

    2010 . , , , , . .. . 50, 121 33

    1991-1-3:2003, 1991-1-3:2004, EN 1991-1-3:2003/AC:2009.

    , . , (. ) . 11/82/10.11.1995 .

    1491-1-3.

    2010-11-15.

    , .

  • EN 1991-1-3:2004/NA

    1

    ........................................................................................................................................................... 3

    1 ........................................................................................................................................ 5

    2 (NDPs) .............................................................................. 5

    2.1 1.1(2) ........................................................................................................ 5

    2.2 1.1(3) ........................................................................................................ 5

    2.3 1.1(4) ........................................................................................................ 5

    2.4 2(3) .................................................................................. 5

    2.5 2(4) .................................................................................. 5

    2.6 3.3(1) ........................................................................................ 5

    2.7 3.3(3) ........................................................................................ 5

    2.8 4.1(1) ...................................................................................... 6

    2.9 4.1(2) ...................................................................................... 6

    2.10 4.2(1) ..................................................................... 6

    2.11 4.3(1) .................... 6

    2.12 5.2(2) ............................................................................................. 7

    2.13 5.2(5) ............................................................................................. 7

    2.14 5.2(6) ............................................................................................. 7

    2.15 5.2(7) ............................................................................................. 7

    2.16 5.2(8) ............................................................................................. 7

    2.17 5.3.3(4) ............................................................................................. 7

    2.18 5.3.4(3) ...................................................................................... 7

    2.19 5.3.4(4) ...................................................................................... 7

    2.20 5.3.5(1) ........................................................................................ 8

    2.21 5.3.5(1) ........................................................................................ 8

    2.22 5.3.5(3) ........................................................................................ 8

    2.23 5.3.6(1) ............................... 8

    2.24 5.3.6(1) ............................... 8

    2.25 5.3.6(3) ............................... 8

    2.26 6.2(2) ......................................... 8

  • EN 1991-1-3:2004/NA

    2

    2.27 6.3(1) ............................................. 8

    2.28 6.3(2) ............................................. 8

    2.29 ...................................................................................................................... 9

    2.30 ...................................................................................................................... 9

    3 ............................................................................................................... 9

    4 ......................................................... 10

  • EN 1991-1-3:2004/NA

    3

    EN 1991-1-3:2004 1: - 1-3: - 13 2004 1991-1-3:2003 - Eurocode 1 - Actions on structures - Part 1-3: General actions - Snow loads (CEN) 09 2002.

    :

    ) CEN/TC 250 Eurocodes,

    ) . 89/106/, Guidance paper L: Application and Use of Eurocodes ( 2003)

    ) . 2003/887/ 11/12/2003 ( L332, 19.12.2003) .

    2 . , (. ).

    3 1991-1-3:2004 . , (. ).

    1991-1-3:2003 1991-1-3:2003/AC 2009.

  • EN 1991-1-3:2004/NA

    4

  • EN 1991-1-3:2004/NA

    5

    EN 1991-1-3:2004 1: - 1-3: -

    1

    , 1991-1-3:2003 .

    1991-1-3:2003 :

    - 1.1(2)

    - 1.1(3)

    - 1.1(4)

    - 2.(3)

    - 2.(4)

    - 3.3(1)

    - 3.3(3)

    - 4.1(1)

    - 4.1(2)

    - 4.2(1)

    - 4.3(1)

    - 5.2(2)

    - 5.2(5)

    - 5.2(6)

    - 5.2(7)

    - 5.2(8)

    - 5.3.3(4)

    - 5.3.4(3)

    - 5.3.4(4)

    - 5.3.5(1 ) 1

    - 5.3.5(1 ) 2

    - 5.3.5(3)

    - 5.3.6(1) 1

    - 5.3.6(1) 2

    - 5.3.6(3)

    - 6.2(2)

    - 6.3(1)

    - 6.3(2)

    - (1) ( 1) 1

    - (1) ( 1) 2

    , 1991-1-3:2004.

  • E EN 1991-1-3:2009

    5

    2 (NDPs)

    2.1 1.1(2)

    1:

    1500m . .

    2.2 1.1(3)

    :

    1991-1-3 ( ):

    : , , ,

    : , , , , ,

    :

    2.3 1.1(4)

    :

    .

    2.4 2(3)

    : 1000m, , .

    2.5 2(4)

    :

    .

    2.6 3.3(1)

    2:

    /

    2.7 3.3(3)

    2:

  • E EN 1991-1-3:2009

    6

    2.8 4.1(1)

    1:

    ( 2.2 ) .

    , , sk,A, :

    2

    917

    A10,kA,k ss

    :

    sk,0 (=0). 1 ( 2.2 )

    ( m). 100m. .

    1. , sk,0, (=0m) ( )

    sk,0 (kN/m2)

    0,4

    0,8

    1,7

    2.9 4.1(2)

    1:

    2.10 4.2(1)

    :

    , 0, 1, 2, 4.1 4.2 1991-1-3 : 2003.

    2.11 4.3(1)

    :

    , Cesl.

  • E EN 1991-1-3:2009

    7

    2.12 5.2(2)

    :

    .

    2.13 5.2(5)

    2:

    , ,

    2.14 5.2(6)

    :

    .

    2.15 5.2(7)

    :

    , Ce, 5.1 5.2 1991-1-3:2003.

    2.16 5.2(8)

    :

    , Ct, 1,0.

    2.17 5.3.3(4)

    :

    .

    2.18 5.3.4(3)

    :

    .

    2.19 5.3.4(4)

    :

  • E EN 1991-1-3:2009

    8

    2.20 5.3.5(1)

    1:

    3.

    2.21 5.3.5(1)

    2:

    .

    2.22 5.3.5(3)

    :

    .

    2.23 5.3.6(1)

    1:

    , w.

    2.24 5.3.6(1)

    2:

    , ls , 5 m 15 m.

    2.25 5.3.6(3)

    :

    .

    2.26 6.2(2)

    :

    .

    2.27 6.3(1)

    :

    6.3 800m.

    2.28 6.3(2)

    :

  • E EN 1991-1-3:2009

    9

    , k, ,

    k=3/d d x

    d

    3 kN/m2 ( 6.2)

    2.29

    .1 1:

    /

    2.30

    .1 2:

    6.

    3

    , 1991-1-3:2004 . . ( 2.2 2.8 ).

  • E EN 1991-1-3:2009

    10

    4

    1991-1-3

    A

    B