Note de Calcul Charpente Métallique 2

7/26/2019 Note de Calcul Charpente Mtallique 2

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PROJET

CHARPENTE MTALLIQUEBATIMENT R+2

Prpar le :Rf. : 000000-0000-000-0000-0000 Rev. SIGNATURE DATE

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V r f p a r

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E + , a l ;

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N-TE DE CALCUL


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SUIVI DES REVISIONSRvision Date Objet de la rvision But de la transmission Prpare par Valide par

0

1

2

3

S-MMAIRE

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1 INTRODUCTION...............4.

2 VUES DE LA STRUCTURE ................5.

3. CALCUL DES CHARGES ..................................................................................6.

3.1 POIDS PROPRE DES ELEENTS.6

3.2 SURCHARGES D!E"PLOITATIONS ....6

3.3 CHARGES SISI#UE .................$

4. DONNEES % CHARGES................12.

6. DONNEES % CO&INAISONS............13.

$. REACTIONS ' E"TREES GLO&AU"........... 14.

(. DEPLACEENTS ........................................................14.

) E**ORTS ' E"TREES GLO&AU"...........14

10 DONNEES % CONTRAINTES..........15

11 CALCUL DES STRUCTURES ACIER...........1$

14 CALCUL DES ASSE&LAGES.............21

I'/r!$"0/!'

Page :


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+e ,/e ve e/ e7 +!e e + 88e,7e + /,e/8e ! &+8 ........... 9R:2;

e 8/87


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(IGURE

*IGURE 2

CALCUL DES CHARGES 8DTR B C . 2.29

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7. P-IDS PR-PRE DES ELEMENTS

,7/ ,,e e + /8e e 87e

CHARGES PERMANETES SUR LES PLANCHERS ETAGE C-URANT :

C+7/ G)0


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)*pe d+anal*se% Sismi&ue , RP- .. /2$$0

Direction de l'excitation:X = 1.000Y = 0.000Z = 0.000

0 .0 1 .0 2 .0 3 .01 .0

2 .0

3 .0

4 .0

5 .0

P rio d

! c c l ra tio n (" #s

Donnes%Zone : %&sage : 1!!ssise : 1oe))icient de *+alit : 1.100oe))icient de co",orte"ent : 3.000

!"ortisse"ent : x = 5.00 -

Paramtres du spetre%orrection de l'a"ortisse"ent : = /#(2

05= 1.000

!= 0.4001= 0.150 2= 0.300

#as 11 % Sismi&ue E3)*pe d+anal*se% Sismi&ue , RP- .. /2$$0

Direction de l'excitation:X = 0.000

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Y = 1.000Z = 0.000

0 .0 1 .0 2 .0 3 .01 .0

2 .0

3 .0

4 .0

5 .0

P rio d

! c c l ra tio n (" #s

Donnes%Zone : %&sage : 1!!ssise : 1

oe))icient de *+alit : 1.000oe))icient de co",orte"ent : 3.000

!"ortisse"ent : x = 5.00 -

Paramtres du spetre%orrection de l'a"ortisse"ent : = /#(2

05= 1.000

!= 0.4001= 0.150 2= 0.300

LES ODE'

Rsultats : dynamique - Cas: 9A11

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; 362 02( )1(( 000 00 )1(( 000 00 25$$3051 25$$3051 00

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Page : .


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VUES DE LA STRUCTURE

("re 89* #"e e' l#a/!' L-NGPAN

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("re 829* #"e e' l#a/!' p'!'

D-NNE DE CHARGE:

CAS TPE DECHARGE

LISTE P" P P

1'G ,7/ ,,e 1A13$ 143A16( 1$0A1$)216A2(4

S8ee7e

- Ce100 EO '

1'G 8?e 7


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1'G 8?e 7


13/42

8C9 8CQC9 0.(G-1E C


14/42

M!$e

MIN -4) -2$ -06 -0006 -0021 -000(N!e"$ 3(4 122 3($ 35( 3(2 36)Ca% 14 9C;

9C#C;

15 9C;

9C#C;

14 9C;

9C#C;

15 9C;

9C#C;

14 9C;

9C#C;

14 9C;

9C#C;M!$e

E..#&ts: E,t&mes 'l#(au,:- Cas: 1A* + 9 19A!9

( (@ ( M M@ M

MA 61$6616 )003$ (($046 005 54($ 153)Barre 63 ) 25 () 2$ (1N!e"$ 33 ( 2( 3$3 33 2)

Ca% 12 9C;9C#C;

12 9C;9C#C;

24 9C; 12 9C;9C#C;

14 9C;9C#C;

12 9C;9C#C;

M!$e

MIN -5121(($ -(3322 -(5(642 -006 -)$10 -1540Barre 63 ) 24 (3 25 123N!e"$ 361 ( 2( 36) 2( 25Ca% 14 9C;

9C#C;14 9C;9C#C;

24 9C; 14 9C;9C#C;

12 9C;9C#C;

14 9C;9C#C;

M!$e

C#nt&aintes : E,t&mes 'l#(au,:

- Cas: 1A* + 9 19A!9

S ,a) S ,' S ,a)8M49

S ,a)8M=9

S ,'8M49

S ,'8M=9

();A)

MA 20$4) )455 13615 6$)1 000 000 1106)Barre 63 5) 25 216 243 243 63N!e"$ 33 35( 2( ( 130 12$ 33Ca% 12 9C; 9C#C; 12 9C; 9C#C; 12 9C; 9C#C; 14 9C; 9C#C; 15 9C; 9C#C; 15 9C;

9C#C;12 9C;9C#C;

M!$e

MIN -$046 -1(61) -000 -000 -13615 -6$)1 -)1$)Barre 65 31 35 35 25 216 63N!e"$ 35( 1 32 32 2( ( 361Ca% 14 9C; 9C#C; 14 9C; 9C#C; 1) 9C; 9C#C; 15 9C; 9C#C; 12 9C; 9C#C; 14 9C;

9C#C;

14 9C;

9C#C;

M!$e

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2. CALCUL DE PLANCHER MITE

Pla'0&er% ,)/e% K $alle 0!lla3!ra'/

L ++e 8++B ,787,e > +7e7e +B+e ,+8?e. Ce =7 7


16/42

Solive

Dalle bton

Sol fni

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("re : %0&,a $6"' pla'0&er ,)/e a $alle 0!lla3!ra'/e

7. Cal0"l% la%/5"e% $e% pla'0&er% ,)/e% K $alle 0!lla3!ra'/

D/er,'a/!' $e% %!ll0/a/!'%

L +e ,787,e e/ Be 1

Note de Calcul Charpente Métallique 2

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