1553286A NOTES (2) .pdf



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Titre: 1445185A
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Aperçu du document


Etude : 1553286A - F1A

MiTek Industries S.A.
Créé le lundi 16 novembre 2015
Cas de Charge 11: Coef =1.50 Charges Permanentes + Neige Extreme (Cas 4)......................... 19
Charges Uniformes................................................................................ 19
Charges Ponctuelles.............................................................................. 20
Efforts/Moments aux Extremites................................................................... 20
Etude : 1553286A
Verification des Contraintes pour le cas de charge 11............................................ 20
Description : AUBRY / RADIGOIS
FP
Reactions d'appuis............................................................................... 21
F1A....................................................................................................3
RESUME DU CALCUL ................................................................................... 21
INFORMATIONS GENERALES ..............................................................................3
Contraintes...................................................................................... 21
GEOMETRIE ET MODELE DE LA STRUCTURE .................................................................3
Reactions d'appuis............................................................................... 22
Schema de la Structure ............................................................................3
Deformations..................................................................................... 22
HYPOTHESES DE CHARGES ET SURCHARGES .................................................................4
Notas importants:................................................................................ 22
Combinaisons de charges vérifiées: ................................................................4
Remarques:....................................................................................... 22
Reactions d'appuis par Cas de Charges .............................................................4
Informations Plaques ............................................................................... 22
RESULTATS DE CALCUL .................................................................................4
F2 ................................................................................................... 23
Cas de Charge 1: Coef =1.00 Charges Permanentes + Neige Normale (Cas 1) ...........................4
INFORMATIONS GENERALES ............................................................................. 23
Charges Uniformes .................................................................................4
GEOMETRIE ET MODELE DE LA STRUCTURE ................................................................ 24
Efforts/Moments aux Extremites ....................................................................5
Schema de la Structure........................................................................... 24
Verification des Contraintes pour le cas de charge 1 ..............................................5
HYPOTHESES DE CHARGES ET SURCHARGES ................................................................ 25
Reactions d'appuis ................................................................................6
Combinaisons de charges vérifiées:............................................................... 25
Verifications des Deformations pour le cas de charge 1 ............................................6
Reactions d'appuis par Cas de Charges............................................................ 25
Fleche Locale .....................................................................................6
RESULTATS DE CALCUL ................................................................................ 25
Flèche Globale ....................................................................................6
Cas de Charge 1: Coef =1.00 Charges Permanentes + Neige Normale (Cas 1).......................... 25
Cas de Charge 11: Coef =1.50 Charges Permanentes + Neige Extreme (Cas 4) ..........................6
Charges Uniformes................................................................................ 25
Charges Uniformes .................................................................................6
Efforts/Moments aux Extremites................................................................... 26
Efforts/Moments aux Extremites ....................................................................6
Verification des Contraintes pour le cas de charge 1............................................. 26
Verification des Contraintes pour le cas de charge 11 .............................................7
Reactions d'appuis............................................................................... 27
Reactions d'appuis ................................................................................7
Verifications des Deformations pour le cas de charge 1........................................... 27
RESUME DU CALCUL ....................................................................................7
Fleche Locale.................................................................................... 27
Contraintes .......................................................................................7
Flèche Globale................................................................................... 27
Reactions d'appuis ................................................................................8
Cas de Charge 11: Coef =1.50 Charges Permanentes + Neige Extreme (Cas 4)......................... 27
Deformations ......................................................................................8
Charges Uniformes................................................................................ 27
Notas importants: .................................................................................8
Efforts/Moments aux Extremites................................................................... 28
Remarques: ........................................................................................8
Verification des Contraintes pour le cas de charge 11............................................ 28
Informations Plaques ................................................................................8
Reactions d'appuis............................................................................... 29
F1.....................................................................................................9
RESUME DU CALCUL ................................................................................... 29
INFORMATIONS GENERALES ..............................................................................9
Contraintes...................................................................................... 29
Fermes de fabrications ............................................................................9
Reactions d'appuis............................................................................... 29
GEOMETRIE ET MODELE DE LA STRUCTURE ................................................................10
Deformations..................................................................................... 30
Schema de la Structure ...........................................................................10
Notas importants:................................................................................ 30
HYPOTHESES DE CHARGES ET SURCHARGES ................................................................11
Remarques:....................................................................................... 30
Combinaisons de charges vérifiées: ...............................................................11
Informations Plaques ............................................................................... 30
Reactions d'appuis par Cas de Charges ............................................................11
FP3 .................................................................................................. 31
RESULTATS DE CALCUL ................................................................................11
INFORMATIONS GENERALES ............................................................................. 31
Cas de Charge 1: Coef =1.00 Charges Permanentes + Neige Normale (Cas 1) ..........................11
GEOMETRIE ET MODELE DE LA STRUCTURE ................................................................ 31
Charges Uniformes ................................................................................11
Schema de la Structure........................................................................... 31
Efforts/Moments aux Extremites ...................................................................11
HYPOTHESES DE CHARGES ET SURCHARGES ................................................................ 32
Verification des Contraintes pour le cas de charge 1 .............................................12
Combinaisons de charges vérifiées:............................................................... 32
Reactions d'appuis ...............................................................................12
Reactions d'appuis par Cas de Charges............................................................ 32
Verifications des Deformations pour le cas de charge 1 ...........................................12
RESULTATS DE CALCUL ................................................................................ 32
Fleche Locale ....................................................................................12
Cas de Charge 1: Coef =1.00 Charges Permanentes + Neige Normale (Cas 1).......................... 32
Flèche Globale ...................................................................................13
Charges Uniformes................................................................................ 32
Cas de Charge 11: Coef =1.50 Charges Permanentes + Neige Extreme (Cas 4) .........................13
Charges Ponctuelles.............................................................................. 33
Charges Uniformes ................................................................................13
Efforts/Moments aux Extremites................................................................... 33
Efforts/Moments aux Extremites ...................................................................13
Verification des Contraintes pour le cas de charge 1............................................. 33
Verification des Contraintes pour le cas de charge 11 ............................................13
Reactions d'appuis............................................................................... 34
Reactions d'appuis ...............................................................................14
Verifications des Deformations pour le cas de charge 1........................................... 34
RESUME DU CALCUL ...................................................................................14
Fleche Locale.................................................................................... 34
Contraintes ......................................................................................14
Flèche Globale................................................................................... 34
Reactions d'appuis ...............................................................................15
Cas de Charge 11: Coef =1.50 Charges Permanentes + Neige Extreme (Cas 4)......................... 34
Deformations .....................................................................................15
Charges Uniformes................................................................................ 34
Notas importants: ................................................................................15
Charges Ponctuelles.............................................................................. 35
Remarques: .......................................................................................15
Efforts/Moments aux Extremites................................................................... 35
Informations Plaques ...............................................................................15
Verification des Contraintes pour le cas de charge 11............................................ 35
FP2...................................................................................................16
Reactions d'appuis............................................................................... 36
INFORMATIONS GENERALES .............................................................................16
RESUME DU CALCUL ................................................................................... 36
GEOMETRIE ET MODELE DE LA STRUCTURE ................................................................16
Contraintes...................................................................................... 36
Schema de la Structure ...........................................................................16
Reactions d'appuis............................................................................... 37
HYPOTHESES DE CHARGES ET SURCHARGES ................................................................17
Deformations..................................................................................... 37
Combinaisons de charges vérifiées: ...............................................................17
Notas importants:................................................................................ 37
Reactions d'appuis par Cas de Charges ............................................................17
Remarques:....................................................................................... 37
RESULTATS DE CALCUL ................................................................................17
Informations Plaques ............................................................................... 37
Cas de Charge 1: Coef =1.00 Charges Permanentes + Neige Normale (Cas 1) ..........................17
F3 ................................................................................................... 38
Charges Uniformes ................................................................................17
INFORMATIONS GENERALES ............................................................................. 38
Charges Ponctuelles ..............................................................................18
Fermes de fabrications........................................................................... 38
Efforts/Moments aux Extremites ...................................................................18
GEOMETRIE ET MODELE DE LA STRUCTURE ................................................................ 39
Verification des Contraintes pour le cas de charge 1 .............................................18
Schema de la Structure........................................................................... 39
Reactions d'appuis ...............................................................................19
HYPOTHESES DE CHARGES ET SURCHARGES ................................................................ 40
Verifications des Deformations pour le cas de charge 1 ...........................................19
Combinaisons de charges vérifiées:............................................................... 40
Fleche Locale ....................................................................................19
Reactions d'appuis par Cas de Charges............................................................ 40
Flèche Globale ...................................................................................19
RESULTATS DE CALCUL ................................................................................ 40

Note de calcul

Page 1/77

Etude : 1553286A - F1A
MiTek Industries S.A.
Créé le lundi 16 novembre 2015
Cas de Charge 1: Coef =1.00 Charges Permanentes + Neige Normale (Cas 1) ..........................40
Contraintes...................................................................................... 60
Charges Uniformes ................................................................................40
Reactions d'appuis............................................................................... 61
Efforts/Moments aux Extremites ...................................................................40
Deformations..................................................................................... 61
Verification des Contraintes pour le cas de charge 1 .............................................41
Notas importants:................................................................................ 61
Reactions d'appuis ...............................................................................42
Remarques:....................................................................................... 61
Verifications des Deformations pour le cas de charge 1 ...........................................42
Informations Plaques ............................................................................... 61
Fleche Locale ....................................................................................42
FP1 .................................................................................................. 62
Flèche Globale ...................................................................................42
INFORMATIONS GENERALES ............................................................................. 62
Cas de Charge 7: Coef =1.00 Vent Normal D->G Depression Interne (Cas 3) ..........................42
Fermes de fabrications........................................................................... 62
Charges Uniformes ................................................................................42
GEOMETRIE ET MODELE DE LA STRUCTURE ................................................................ 63
Efforts/Moments aux Extremites ...................................................................42
Schema de la Structure........................................................................... 63
Verification des Contraintes pour le cas de charge 7 .............................................43
HYPOTHESES DE CHARGES ET SURCHARGES ................................................................ 64
Reactions d'appuis ...............................................................................44
Combinaisons de charges vérifiées:............................................................... 64
Verifications des Deformations pour le cas de charge 7 ...........................................44
Reactions d'appuis par Cas de Charges............................................................ 64
Fleche Locale ....................................................................................44
RESULTATS DE CALCUL ................................................................................ 64
Flèche Globale ...................................................................................44
Cas de Charge 1: Coef =1.00 Charges Permanentes + Neige Normale (Cas 1).......................... 64
RESUME DU CALCUL ...................................................................................44
Charges Uniformes................................................................................ 64
Contraintes ......................................................................................44
Charges Ponctuelles.............................................................................. 64
Reactions d'appuis ...............................................................................45
Efforts/Moments aux Extremites................................................................... 65
Deformations .....................................................................................45
Verification des Contraintes pour le cas de charge 1............................................. 65
Notas importants: ................................................................................45
Reactions d'appuis............................................................................... 66
Remarques: .......................................................................................45
Verifications des Deformations pour le cas de charge 1........................................... 66
Informations Plaques ...............................................................................46
Fleche Locale.................................................................................... 66
FP4...................................................................................................47
Flèche Globale................................................................................... 66
INFORMATIONS GENERALES .............................................................................47
Cas de Charge 11: Coef =1.50 Charges Permanentes + Neige Extreme (Cas 4)......................... 66
Fermes de fabrications ...........................................................................47
Charges Uniformes................................................................................ 66
GEOMETRIE ET MODELE DE LA STRUCTURE ................................................................47
Charges Ponctuelles.............................................................................. 66
Schema de la Structure ...........................................................................47
Efforts/Moments aux Extremites................................................................... 67
HYPOTHESES DE CHARGES ET SURCHARGES ................................................................48
Verification des Contraintes pour le cas de charge 11............................................ 67
Combinaisons de charges vérifiées: ...............................................................48
Reactions d'appuis............................................................................... 68
Reactions d'appuis par Cas de Charges ............................................................48
RESUME DU CALCUL ................................................................................... 68
RESULTATS DE CALCUL ................................................................................48
Contraintes...................................................................................... 68
Cas de Charge 1: Coef =1.00 Charges Permanentes + Neige Normale (Cas 1) ..........................48
Reactions d'appuis............................................................................... 68
Charges Uniformes ................................................................................48
Deformations..................................................................................... 69
Charges Ponctuelles ..............................................................................49
Notas importants:................................................................................ 69
Efforts/Moments aux Extremites ...................................................................49
Remarques:....................................................................................... 69
Verification des Contraintes pour le cas de charge 1 .............................................49
Informations Plaques ............................................................................... 69
Reactions d'appuis ...............................................................................50
F5 ................................................................................................... 70
Verifications des Deformations pour le cas de charge 1 ...........................................50
INFORMATIONS GENERALES ............................................................................. 70
Fleche Locale ....................................................................................50
Fermes de fabrications........................................................................... 70
Flèche Globale ...................................................................................50
GEOMETRIE ET MODELE DE LA STRUCTURE ................................................................ 70
Cas de Charge 11: Coef =1.50 Charges Permanentes + Neige Extreme (Cas 4) .........................50
Schema de la Structure........................................................................... 70
Charges Uniformes ................................................................................50
HYPOTHESES DE CHARGES ET SURCHARGES ................................................................ 71
Charges Ponctuelles ..............................................................................51
Combinaisons de charges vérifiées:............................................................... 71
Efforts/Moments aux Extremites ...................................................................51
Reactions d'appuis par Cas de Charges............................................................ 71
Verification des Contraintes pour le cas de charge 11 ............................................51
RESULTATS DE CALCUL ................................................................................ 72
Reactions d'appuis ...............................................................................52
Cas de Charge 1: Coef =1.00 Charges Permanentes + Neige Normale (Cas 1).......................... 72
RESUME DU CALCUL ...................................................................................52
Charges Uniformes................................................................................ 72
Contraintes ......................................................................................52
Efforts/Moments aux Extremites................................................................... 72
Reactions d'appuis ...............................................................................53
Verification des Contraintes pour le cas de charge 1............................................. 72
Deformations .....................................................................................53
Reactions d'appuis............................................................................... 73
Notas importants: ................................................................................53
Verifications des Deformations pour le cas de charge 1........................................... 73
Remarques: .......................................................................................53
Fleche Locale.................................................................................... 73
Informations Plaques ...............................................................................53
Flèche Globale................................................................................... 74
F4....................................................................................................54
Cas de Charge 7: Coef =1.00 Vent Normal D->G Depression Interne (Cas 3).......................... 74
INFORMATIONS GENERALES .............................................................................54
Charges Uniformes................................................................................ 74
Fermes de fabrications ...........................................................................54
Efforts/Moments aux Extremites................................................................... 74
GEOMETRIE ET MODELE DE LA STRUCTURE ................................................................55
Verification des Contraintes pour le cas de charge 7............................................. 74
Schema de la Structure ...........................................................................55
Reactions d'appuis............................................................................... 75
HYPOTHESES DE CHARGES ET SURCHARGES ................................................................56
Verifications des Deformations pour le cas de charge 7........................................... 75
Combinaisons de charges vérifiées: ...............................................................56
Fleche Locale.................................................................................... 75
Reactions d'appuis par Cas de Charges ............................................................56
Flèche Globale................................................................................... 75
RESULTATS DE CALCUL ................................................................................56
RESUME DU CALCUL ................................................................................... 76
Cas de Charge 1: Coef =1.00 Charges Permanentes + Neige Normale (Cas 1) ..........................56
Contraintes...................................................................................... 76
Charges Uniformes ................................................................................56
Reactions d'appuis............................................................................... 76
Efforts/Moments aux Extremites ...................................................................57
Deformations..................................................................................... 76
Verification des Contraintes pour le cas de charge 1 .............................................57
Notas importants:................................................................................ 77
Reactions d'appuis ...............................................................................58
Remarques:....................................................................................... 77
Verifications des Deformations pour le cas de charge 1 ...........................................58
Informations Plaques ............................................................................... 77
Fleche Locale ....................................................................................58
Flèche Globale ...................................................................................58
Cas de Charge 7: Coef =1.00 Vent Normal D->G Depression Interne (Cas 3) ..........................58
Charges Uniformes ................................................................................58
Efforts/Moments aux Extremites ...................................................................59
Verification des Contraintes pour le cas de charge 7 .............................................59
Reactions d'appuis ...............................................................................60
Verifications des Deformations pour le cas de charge 7 ...........................................60
Fleche Locale ....................................................................................60
Flèche Globale ...................................................................................60
RESUME DU CALCUL ...................................................................................60
Page 2/77

Etude : 1553286A - F1A

F1A

MiTek Industries S.A.

Créé le lundi 16 novembre 2015

GEOMETRIE ET MODELE DE LA STRUCTURE
Schema de la Structure

INFORMATIONS GENERALES
Etude faite par:
CHAMPEAU SA
Avenue de la libération, BP 116
87221 FEYTIAT CEDEX, HAUTE VIENNE, France
Tel : (33) 05.55.31.75.75
Fax : (33) 05.55.31.75.76
Adresse client:
Adresse chantier:

6

7

8

5

9

4

DEPREUX

10

3
Les calculs ont pour base technique:
Les documents techniques unifies DTU.
Regles N.V.65 et N 84 (carte de neige)
DTU 31.3 Annexe C(Regles CB71), NF P21.110 etc...
Methode de calcul utilises:
Calcul hyperstatique de structure plane a barres.
Unites utilisees:
mm, deg, MPa
Conventions:
Efforts : Negatif (-) = Compression, Positif (+) = Traction
Reactions: Negatif (-) = Soulevement, Positive (+) = Descente
Caracteristiques des bois:
Categorie de bois
: C24 SE
Module d'elasticite axial : 10000.0
Coefficient de fluage
: 1.5
Densite
: 420.00 Kg/m^3
Contraintes admissibles
:
Flexion
// : 11.00 MPa
Traction
// : 6.50 MPa
Traction
T : 0.20 MPa
Compression // : 9.50 MPa
Compression
T : 2.30 MPa
Cisaillement // : 1.10 MPa
Caracteristiques des connecteurs:
Type de plaque : M20
Réf. PV Essai 01.370029v2
Mardi 31 Mars 2015
© Copyright 2008-2009 MiTek Holdings, Inc. All Rights reserved.

11
12

12
20

13
14

15

16

17

18
19

Dimensions du batiment:
Longueur (a)
:
15 m
Largeur (b)
:
8 m
Hauteur totale (H)
:
10 m
Hauteur au faitage (h)
:
10 m
Pente Gauche
: 40.00 deg
Pente Droite
: 40.00 deg
Portee
: 8960 mm
Entraxe des fermes
:
620 mm
Hauteur Hors-tout
: 4407 mm
Longueur Hors-tout
: 9390 mm
Prolonge Gauche Arba.
:
215 mm
Prolonge Droite Arba.
:
215 mm
Entraxe lattes Arba.(*) :
620 mm
Entraxe lattes Entrait(*):
0 mm
(*) - Valeurs de saisie, voir les longueurs de flambement calculees
en 'Caracteristiques des barres.'
Coordonnees des noeuds:
Coordonnees
Liberte
Noeud
X
Y
(mm)
(mm)
Horiz. Vert.
Rot.
J1
-110
428
1
1
0 Appui
J6
3312
3326
0
0
0
J12
9003
483
0
0
0
J8
5648
3326
0
0
0
J5
2807
2903
0
0
0
J7
4480
4334
0
0
0
J9
6153
2903
0
0
0
J13
0
124
0
0
0
J15
2182
124
0
0
0
J4
2182
2350
0
0
0
J17
6779
124
0
0
0
J10
6779
2350
0
0
0
J14
69
124
0
0
0
J2
69
577
0
0
0
J18
8092
124
0
0
0
J11
8140
1208
0
0
0
J3
904
1278
0
0
0
J19
8160
124
0
0
0
J20
8140
483
0
1
0 Appui
0=Libre, 1=Fix
Caracteristiques des barres:
Project. Longueur
Conditions
Barre
-------Section-------Longueur
X
Flambage Pente
Extremites
Debut-Fin Pli Coef BxH
Cat
(mm)
(mm)
(mm)
(deg)
Debut-Fin
T1 1-2
1
1.0 36x197 C24
233
179
558
40.00
Pin-Fix
T1 2-3
1
1.0 36x197 C24
1091
835
558
40.00
Fix-Fix
T1 3-4
1
1.0 36x197 C24
1668
1278
558
40.00
Fix-Fix
T1 4-5
1
1.0 36x197 C24
835
626
558
41.46
Fix-Fix
T1 5-6
1
1.0 36x197 C24 +
658
504
558
40.00
Fix-Fix
T1 5-6
36x112 C24
T2 6-7
1
1.0 36x112 C24
1543
1168
558
40.79
Fix-Pin
T3 7-8
1
1.0 36x112 C24
1543
1168
558
-40.79
Pin-Fix
T4 8-9
1
1.0 36x197 C24 +
658
504
558
-40.00
Fix-Fix
T4 8-9
36x112 C24
T4 9-10
1
1.0 36x197 C24
835
626
558
-41.46
Fix-Fix
T4 10-11
1
1.0 36x197 C24
1777
1362
558
-40.00
Fix-Fix
T4 11-12
1
1.0 36x197 C24
1127
863
558
-40.00
Fix-Pin
EV1 14-2
1
1.0 36x97 C24
454
454
454
90.00
Pin-Pin
EV2 18-20
1
1.0 36x97 C24
363
49
363
82.33
Pin-Fix
EV2 20-11
1
1.0 36x194 C24
724
724
724
90.00
Fix-Pin
Page 3/77

Etude : 1553286A - F1A
B1 13-14
1
1.0 36x247 C24
B1 14-15
1
1.0 36x247 C24
B1 15-16
1
1.0 36x247 C24
B3 16-17
1
1.0 36x247 C24
B3 17-18
1
1.0 36x247 C24
B3 18-19
1
1.0 36x247 C24
K2 6-8
1
1.0 36x97 C24
WOH2 20-12
1
1.0 36x246 C24
W2 3-15
1
1.0 36x72 C24
W3 17-11
1
1.0 36x72 C24
W5 14-3
1
1.0 36x97 C24
K1 5-9
1
1.0 36x172 C24
Z1 15-4
1
1.0 36x97 C24
Z2 17-10
1
1.0 36x97 C24

MiTek Industries S.A.
69
2113
3769
829
1313
69
2337
863
1722
1741
1425
3346
2227
2227

69
2113
3769
829
1313
69
2337
863
1278
1362
835
3346
2227
2227

69
2113
4597
4597
1313
69
1168
863
1722
1741
713
1115
2227
1113

0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-42.11
38.53
54.12
0.00
90.00
90.00

Pin-Fix
Fix-Fix
Fix-Fix
Fix-Fix
Fix-Fix
Fix-Pin
Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin

Créé le lundi 16 novembre 2015

HYPOTHESES DE CHARGES ET SURCHARGES
Charges permanentes:
Couverture
Plancher/Cloison
Surcharge d'exploitation:
Permanente
20%
Surcharge de neige:
Region de neige
Surcharge de vent:
Région de vent

:
:
:

0.300
0.550

0.300

Plafond haut
Plafond bas
Temporaire

80%

:
:
:

0.200
0.200

1.200

:

A1

Altitude

:

:

II

Nature du Site

: Normal

Combinaisons de charges vérifiées:
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas

1:
2:
3:
4:
5:
7:
11:
13:
15:
16:
17:
18:
19:
20:
21:
22:
23:
24:
25:

Charges Permanentes + Neige Normale (Cas 1)
Charges Perm. + Charges d'Exploitation Maj. 20% (Cas 1bis)
Charges Permanentes + 1kN Arba (Cas 2)
Charges Permanentes + Neige + 1kN Entrait (Cas 2bis)
Vent Normal G->D Depression Interne (Cas 3)
Vent Normal D->G Depression Interne (Cas 3)
Charges Permanentes + Neige Extreme (Cas 4)
Vent Extreme G->D Surpression Interne (Cas 5)
Vent Extreme D->G Surpression Interne (Cas 5)
Vent Extreme Parallele Surpression Interne (Cas 5bis)
Charges Permanentes + 1kN Arba (Cas 2) (1)
Charges Permanentes + 1kN Arba (Cas 2) (2)
Charges Permanentes + 1kN Arba (Cas 2) (3)
Charges Permanentes + 1kN Arba (Cas 2) (4)
Charges Permanentes + 1kN Arba (Cas 2) (5)
Charges Permanentes + 1kN Arba (Cas 2) (6)
Charges Permanentes + 1kN Arba (Cas 2) (7)
Charges Permanentes + 1kN Arba (Cas 2) (8)
Charges Permanentes + 1kN Arba (Cas 2) (9)

Reactions d'appuis par Cas de Charges
Cas
Charge
1
1
1
2
2
2
3
4
5
5
5
7
7
7
11
13
15
16
17
18
19
20
21
22
23
24
25

Nom

Appui
Verti
(kN)
5.316
3.178
2.137
5.075
3.178
1.897
5.623
2.724
4.984
3.178
1.806
4.721
3.178
1.542
7.017
2.752
2.618
0.782
5.156
5.003
5.003
4.871
4.730
4.598
4.598
4.439
4.305

TOTAL
perm
temps
TOTAL
perm
temps
TOTAL
TOTAL
TOTAL
perm
temps
TOTAL
perm
temps
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL

1
Horiz
(kN)
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
-0.496
0.000
-0.496
0.496
0.000
0.496
0.000
-0.931
0.973
0.028
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

Appui
Verti
(kN)
6.658
3.990
2.668
6.369
3.990
2.379
5.965
3.407
6.098
3.990
2.108
5.979
3.990
1.989
8.783
3.607
3.016
1.331
5.653
5.806
5.806
5.938
6.080
6.212
6.212
6.370
6.505

20
Horiz
(kN)
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

RESULTATS DE CALCUL
Cas de Charge 1: Coef =1.00 Charges Permanentes + Neige Normale (Cas 1)
Charges Uniformes
Barre
Arbalétrier
T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10
Page 4/77

---Debut Barre--Vert.
Horiz.
-0.436
-0.436
-0.436
-0.608
-0.436
-0.440
-0.438
-0.435
-0.607

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

----Fin Barre---Vert.
Horiz.
-0.436
-0.436
-0.436
-0.608
-0.436
-0.440
-0.438
-0.435
-0.607

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

200 m

Etude : 1553286A - F1A
T4 10-11
-0.435
T4 11-12
-0.435
Entrait
B1 13-14
-0.162
B1 14-15
-0.162
B1 15-16
-1.433
B3 16-17
-1.433
B3 17-18
-0.162
B3 18-19
-0.162
K2 6-8
-0.018
WOH2 20-12
-0.182
Fiches
Intérieur
K1 5-9
-0.124

MiTek Industries S.A.
0.000
0.000

-0.435
-0.435

0.000
0.000

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

-0.162
-0.162
-1.433
-1.433
-0.162
-0.162
-0.018
-0.182

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

0.000

-0.124

0.000

Efforts/Moments aux Extremites
------ Debut de Barre ----Effort
Effort
Moment
Tranch.
Normal
(kN)
(kN)
(kNm)
Arbalétrier
T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10
T4 10-11
T4 11-12

4.072
-0.895
1.045
-2.081
1.135
0.171
0.023
-1.163
2.174
-0.293
0.421

-3.417
0.751
-6.773
-4.189
0.379
-0.391
-0.224
0.355
-4.106
-6.142
0.205

0.000
-0.942
0.186
-1.201
0.655
-0.037
0.000
0.263
1.084
-0.612
0.312

------- Fin de Barre
Effort
Effort
Tranch.
Normal
(kN)
(kN)
-4.012
1.174
-0.618
2.366
-0.966
0.218
0.365
1.331
-1.890
0.747
-0.133

-3.367
0.985
-6.415
-3.937
0.520
-0.056
-0.559
0.214
-4.358
-6.523
-0.036

-----Moment
(kNm)
0.942
-0.186
1.201
-0.655
0.037
0.000
-0.263
-1.084
0.612
-0.312
0.000

EV1 14-2
EV2 18-20
EV2 20-11
Entrait
B1 13-14
B1 14-15
B1 15-16
B3 16-17
B3 17-18
B3 18-19
K2 6-8
WOH2 20-12
Fiches
W2 3-15
W3 17-11
W5 14-3
Intérieur
K1 5-9
Z1 15-4
Z2 17-10

Créé le lundi 16 novembre 2015
-----Moment

------ Debut de Barre ----Effort
Effort
Moment
Tranch.
Normal
(kN)
(kN)
(kNm)
0.000
6.406
0.000
0.276
-2.241
0.000
-0.139
-8.837
-0.100

------- Fin de Barre
Effort
Effort
Tranch.
Normal
(kN)
(kN)
0.000
6.406
-0.276
-2.241
0.139
-8.837

0.000
-0.117
2.748
-2.653
2.482
0.011
0.021
0.079

0.000
4.711
4.517
4.517
-0.025
0.000
1.204
0.113

0.000
0.000
0.610
0.430
3.119
0.000
0.000
0.000

0.011
0.460
2.653
3.840
-2.269
0.000
0.021
0.079

0.000
4.711
4.517
4.517
-0.025
0.000
1.204
0.113

-0.000
-0.610
-0.430
-3.119
-0.000
0.000
0.000
0.000

0.000
0.000
0.000

-0.262
5.807
-8.037

0.000
0.000
0.000

0.000
0.000
0.000

-0.262
5.807
-8.037

0.000
0.000
0.000

0.207
0.000
0.000

-5.536
3.383
2.704

0.000
0.000
0.000

0.207
0.000
0.000

-5.536
3.383
2.704

0.000
0.000
0.000

(kNm)
0.000
0.100
0.000

Verification des Contraintes pour le cas de charge 1
Barres Externes:
Barre

--Section-BxH Cat.

T1 1-2
36x197 C24
T1 2-3
36x197 C24
T1 3-4
36x197 C24
T1 4-5
36x197 C24
T1 5-6
36x197 C24 +
T1 5-6
36x112 C24
T2 6-7
36x112 C24
T3 7-8
36x112 C24
T4 8-9
36x197 C24 +
T4 8-9
36x112 C24
T4 9-10
36x197 C24
T4 10-11
36x197 C24
T4 11-12
36x197 C24
EV1 14-2
36x97 C24
EV2 18-20
36x97 C24
B1 13-14
36x247 C24
B1 14-15
36x247 C24
B1 15-17
36x247 C24
B3 17-18
36x247 C24
B3 18-19
36x247 C24
K2 6-8
36x97 C24
WOH2 20-12
36x246 C24
Barres Internes:
Barre
--Section-BxH Cat.
K1 5-9
Z1 15-4
Z2 17-10
EV2 20-11
W2 3-15
W3 17-11
W5 14-3
Noeuds:
Noeud

J1
J2
J3
J4
J5
J6
J7
J7
J8
J9
J10
J11
J12
J18
Page 5/77

36x172 C24
36x97 C24
36x97 C24
36x194 C24
36x72 C24
36x72 C24
36x97 C24

T1 1-2
T1 1-2
T1 3-4
T1 3-4
T1 4-5
T2 6-7
T2 6-7
T3 7-8
T3 7-8
T4 9-10
T4 10-11
T4 10-11
T4 11-12
EV2 18-20

--Section-BxH Cat.
36x197
36x197
36x197
36x197
36x197
36x112
36x112
36x112
36x112
36x197
36x197
36x197
36x197
36x97

C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24

--- Maximum --Effort
Moment
(kN)
(kNm)
-3.372
0.848
0.774
0.843
-6.451
1.094
-4.164
1.026
0.393
-0.581

--Plan Ferme -K
Taux

-0.244
-0.525
0.228

0.094
-0.210
-0.997

0.992
0.992

-4.131
-6.181
0.181
6.406
-2.241
0.000
4.711
4.517
-0.025
0.000
1.204
0.113

-0.904
1.000
0.556
1.000
-0.266
0.000
0.090
1.000
0.000
-0.516
2.025
-2.795
1.000
-0.000
0.012
0.017

--- Maximum --Effort
Moment
(kN)
(kNm)
-5.536
0.174
3.383
0.000
2.704
0.000
-8.837
0.090
-0.262
0.000
5.807
0.000
-8.037
0.000

1.000
1.000
1.000

---Plan Perp--Signal
K
Taux ATF

0.381
0.346
0.523
0.462
0.198

0.806

0.393

0.806
0.806

0.546
0.477

0.121
0.268
0.330

0.806
0.806

0.122
0.271

0.414
0.309
0.108
0.282
0.213

0.806
0.806

0.429
0.331

0.210
0.581
0.694

1.000

0.194

1.000
0.452
0.839

0.696

0.073
0.006

1

--Plan Ferme -K
Taux
0.641

0.213

0.236
0.149
0.119
0.170
0.024
0.345
0.289

---Plan Perp--Signal
K
Taux ATF
0.269

0.438

0.614
0.090

0.253
0.118

0.627

0.386

2
1

--- Maximum ----Plan Ferme -Effort
Moment
K
Taux
(kN)
(kNm)
-3.412
0.095
1.000
0.088
-3.367
0.942
1.000
0.418
-6.773
-0.186
1.000
0.173
-6.415
1.201
1.000
0.564
-3.937
-0.655
1.000
0.314
-0.358
0.060
1.000
0.082
-0.089
0.031
1.000
0.039
-0.244
0.001
1.000
0.008
-0.559
-0.263
1.000
0.333
-4.106
-1.084
1.000
0.484
-6.142
0.612
1.000
0.330
-6.523
-0.312
1.000
0.219
-0.012
-0.017
0.007
-2.241
0.010
1.000
0.084

1

---Plan Perp--Signal
K
Taux ATF
0.806
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000

0.100
0.418
0.173
0.564
0.314
0.082
0.039
0.008
0.333
0.484
0.330
0.219
0.084

1
1
1
1
1
1
1
1
1
1
1
1
1
1

Etude : 1553286A - F1A
J20 EV2 18-20 36x97 C24
J15 B1 14-15 36x247 C24
J17 B1 15-17 36x247 C24
J18 B3 17-18 36x247 C24
J19 B3 18-19 36x247 C24
J6
K2 6-8
36x97 C24
J8
K2 6-8
36x97 C24
J20 WOH2 20-12 36x246 C24
J12 WOH2 20-12 36x246 C24
J5
K1 5-9
36x172 C24
J9
K1 5-9
36x172 C24
J20 EV2 20-11 36x194 C24
J11 EV2 20-11 36x194 C24

MiTek Industries S.A.
-2.241
0.100
1.000
4.711
-0.610
4.517
-3.119
-0.025
-0.300
1.000
0.000
0.000
1.204
0.004
1.204
0.004
0.113
0.006
0.113
0.006
-5.536
0.063
1.000
-5.536
0.063
1.000
-8.837
0.100
1.000
-8.837
0.010
1.000

0.229
0.233
0.853
0.075

1.000

1.000

0.060
0.060
0.003
0.003
0.126
1.000
0.126
1.000
0.174
1.000
0.137
1.000

0.229

0.075

1
1
1
1
1
1
1

Barre
Debut-Fin
B1 13-14
B1 14-15
B1 15-16
B3 16-17
B3 17-18
B3 18-19
K2 6-8
WOH2 20-12
K1 5-9

1
1
0.126 1
0.126 1
0.174 1
0.137 1

J1
J20

----- Reaction -----Verti
Horiz
(kN)
(kN)
5.316
0.000
6.658
0.000

Noeud
----- Largeur -----Réelle
Néc.
(mm)
(mm)
220
44
220
80

----------- Hauteur ----------Réelle
Néc.
Taux
(mm)
(mm)
Cis.
197
154
0.78
247
3
0.01

Verifications des Deformations pour le cas de charge 1
Fleche Locale
Barre
Debut-Fin
T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10
T4 10-11
T4 11-12

---------- Panneau -----------Reelle-----Admiss.-Fleche Ratio
Fleche Ratio
-0.02 L/999
0.78 L/300
-0.30 L/999
3.64 L/300
-0.99 L/999
5.56 L/300
-0.16 L/999
2.09 L/400
0.07 L/999
2.19 L/300
-0.97 L/999
5.14 L/300
0.68 L/999
5.14 L/300
0.16 L/999
2.19 L/300
0.18 L/999
2.09 L/400
-0.47 L/999
5.92 L/300
0.09 L/999
3.76 L/300

--------- Segment ------------Reelle-----Admiss.-Fleche Ratio
Fleche Ratio
-1.62 L/999
20.09 L/300
-6.59 L/914
20.09 L/300
-10.57 L/570
20.09 L/300
-10.50 L/573
20.09 L/300
-8.23 L/731
20.09 L/300
-6.78 L/888
20.09 L/300
6.22 L/955
19.80 L/300
6.18 L/961
19.80 L/300
-5.25 L/999
19.80 L/300
3.38 L/999
19.80 L/300
1.64 L/999
19.80 L/300

Signal

--------- Segment ------------Reelle-----Admiss.-Fleche Ratio
Fleche Ratio
-0.25 L/999
20.40 L/400
-8.74 L/933
20.40 L/400
-14.02 L/582
20.40 L/400
-14.02 L/582
20.40 L/400
1.37 L/999
20.40 L/400
0.15 L/999
20.40 L/400
0.00 L/999
5.84 L/400
-0.00 L/999
5.00 L/200
0.00 L/999
8.36 L/400

Créé le lundi 16 novembre 2015
Signal

Flèche Globale

Reactions d'appuis
Noeud
Appui

---------- Panneau -----------Reelle-----Admiss.-Fleche Ratio
Fleche Ratio
0.00 L/999
1.00 L/400
0.39 L/999
5.28 L/400
-9.05 L/508
11.49 L/400
-9.05 L/508
11.49 L/400
0.95 L/999
3.28 L/400
0.00 L/999
1.00 L/400
-0.38 L/999
7.79 L/300
-0.00 L/999
2.16 L/400
-1.99 L/999
8.36 L/400

Signal
J1
J2
J3
J4
J5
J6
J7
J8
J9
J10
J11
J12
J13
J14
J15
J17
J18
J19
J20

---- Deplacement ----X
Y
Rotation
0.000
0.000
0.000
1.089 -1.328
0.000
4.599 -5.484 -0.005
7.421 -9.157 -0.003
6.104 -7.759
0.001
5.357 -6.865
0.002
1.343 -2.236
0.001
5.550
2.682
0.000
5.349
2.440
0.000
3.820
0.806 -0.001
2.746 -0.157 -0.002
1.812 -1.275 -0.000
0.590 -1.302
0.000
0.590 -1.544
0.000
0.734 -9.692 -0.003
1.033
0.385 -0.004
1.033
0.144
0.003
1.033
0.004 -0.002
1.810
0.000 -0.001

------ Admissible
X
Y
10.000 20.625
10.000 20.625
10.000 20.625
10.000 20.625
10.000 20.625
10.000 20.625
10.000 20.625
10.000 20.625
10.000 20.625
10.000 20.625
10.000 20.625
10.000
5.000
10.000 20.625
10.000 20.625
10.000 20.625
10.000 20.625
10.000 20.625
10.000 20.625
10.000 20.625

----Ratio
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/200
L/400
L/400
L/400
L/400
L/400
L/400
L/400

Signal

Cas de Charge 11: Coef =1.50 Charges Permanentes + Neige Extreme (Cas 4)
Charges Uniformes
Barre
Arbalétrier
T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10
T4 10-11
T4 11-12
Entrait
B1 13-14
B1 14-15
B1 15-16
B3 16-17
B3 17-18
B3 18-19
K2 6-8
WOH2 20-12
Fiches
Intérieur
K1 5-9

---Debut Barre--Vert.
Horiz.

----Fin Barre---Vert.
Horiz.

-0.573
-0.573
-0.573
-0.762
-0.573
-0.577
-0.576
-0.572
-0.761
-0.572
-0.572

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

-0.573
-0.573
-0.573
-0.762
-0.573
-0.577
-0.576
-0.572
-0.761
-0.572
-0.572

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

-0.178
-0.178
-1.963
-1.963
-0.178
-0.178
-0.020
-0.200

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

-0.178
-0.178
-1.963
-1.963
-0.178
-0.178
-0.020
-0.200

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

-0.136

0.000

-0.136

0.000

Efforts/Moments aux Extremites
------ Debut de Barre ----Effort
Effort
Moment
Tranch.
Normal
(kN)
(kN)
(kNm)
Arbalétrier
T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10
T4 10-11
T4 11-12
Page 6/77

5.376
-1.184
1.402
-2.849
1.557
0.226
0.030
-1.592
2.956
-0.414
0.559

-4.510
0.994
-9.045
-5.526
0.582
-0.512
-0.292
0.553
-5.432
-8.216
0.237

0.000
-1.243
0.248
-1.622
0.906
-0.046
0.000
0.347
1.468
-0.850
0.416

------- Fin de Barre
Effort
Effort
Tranch.
Normal
(kN)
(kN)
-5.297
1.551
-0.841
3.207
-1.335
0.285
0.480
1.813
-2.599
1.011
-0.180

-4.445
1.302
-8.574
-5.210
0.768
-0.072
-0.732
0.367
-5.747
-8.717
-0.080

-----Moment
(kNm)
1.243
-0.248
1.622
-0.906
0.046
0.000
-0.347
-1.468
0.850
-0.416
0.000

Etude : 1553286A - F1A
EV1 14-2
0.000
EV2 18-20
0.392
EV2 20-11
-0.197
Entrait
B1 13-14
0.000
B1 14-15
-0.234
B1 15-16
3.791
B3 16-17
-3.608
B3 17-18
3.323
B3 18-19
0.012
K2 6-8
0.023
WOH2 20-12
0.086
Fiches
W2 3-15
0.000
W3 17-11
0.000
W5 14-3
0.000
Intérieur
K1 5-9
0.228
Z1 15-4
0.000
Z2 17-10
0.000

8.461
-3.052
-11.774

0.000
0.000
-0.142

0.000
-0.392
0.197

8.461
-3.052
-11.774

0.000
0.142
0.000

0.000
6.282
6.028
6.028
-0.019
0.000
1.688
0.177

0.000
0.000
0.894
0.548
4.210
0.000
0.000
0.000

0.012
0.611
3.608
5.234
-3.089
0.000
0.023
0.086

0.000
6.282
6.028
6.028
-0.019
0.000
1.688
0.177

-0.000
-0.894
-0.548
-4.210
-0.000
0.000
0.000
0.000

-0.343
7.730
-10.717

0.000
0.000
0.000

0.000
0.000
0.000

-0.343
7.730
-10.717

0.000
0.000
0.000

-7.475
4.632
3.742

0.000
0.000
0.000

0.228
0.000
0.000

-7.475
4.632
3.742

0.000
0.000
0.000

Verification des Contraintes pour le cas de charge 11
Barres Externes:
Barre

T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 8-9
T4 9-10
T4 10-11

--Section-BxH Cat.

36x197
36x197
36x197
36x197
36x197
36x112
36x112
36x112
36x197
36x112
36x197
36x197

C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24

--Plan Ferme -K
Taux

+

--- Maximum --Effort
Moment
(kN)
(kNm)
-4.451
1.120
1.025
1.112
-8.621
1.477
-5.494
1.382
0.601
-0.804

+

-0.318
-0.688
0.386

0.123
-0.277
-1.350

-5.463
-8.266

-1.223
0.771

1.000

---Plan Perp--Signal
K
Taux ATF

0.336
0.304
0.470
0.414
0.183

0.806

0.346

0.806
0.806

0.490
0.427

0.992
0.992

0.104
0.235
0.299

0.806
0.806

0.106
0.238

1.000
1.000

0.372
0.283

0.806
0.806

0.385
0.302

1.000
1.000

MiTek Industries S.A.
Barre

Créé le lundi 16 novembre 2015
--- Maximum ----Plan Ferme ----Plan Perp--Signal
Effort
Moment
K
Taux
K
Taux ATF
(kN)
(kNm)
0.205
-0.356
0.096
0.806
0.041
8.461
0.000
0.249
-3.052
0.128
1.000
0.199
1.000
0.199
0.000
0.000
6.282
-0.769
0.200
6.028
2.767
0.528
-0.019
-3.776
1.000
0.625
0.194
0.626
0.000
-0.000
1.688
0.014
0.064
1
0.177
0.019
0.005

--Section-BxH Cat.

T4 11-12
36x197 C24
EV1 14-2
36x97 C24
EV2 18-20
36x97 C24
B1 13-14
36x247 C24
B1 14-15
36x247 C24
B1 15-17
36x247 C24
B3 17-18
36x247 C24
B3 18-19
36x247 C24
K2 6-8
36x97 C24
WOH2 20-12
36x246 C24
Barres Internes:
Barre
--Section-BxH Cat.
K1 5-9
Z1 15-4
Z2 17-10
EV2 20-11
W2 3-15
W3 17-11
W5 14-3
Noeuds:
Noeud

J1
J2
J3
J4
J5
J6
J7
J7
J8
J9
J10
J11
J12
J18
J20
J15
J17
J18
J19
J6
J8
J20
J12
J5
J9
J20
J11

36x172 C24
36x97 C24
36x97 C24
36x194 C24
36x72 C24
36x72 C24
36x97 C24

--- Maximum --Effort
Moment
(kN)
(kNm)
-7.475
0.191
4.632
0.000
3.742
0.000
-11.774
0.128
-0.343
0.000
7.730
0.000
-10.717
0.000

--Section-BxH Cat.

T1 1-2
36x197 C24
T1 1-2
36x197 C24
T1 3-4
36x197 C24
T1 3-4
36x197 C24
T1 4-5
36x197 C24
T2 6-7
36x112 C24
T2 6-7
36x112 C24
T3 7-8
36x112 C24
T3 7-8
36x112 C24
T4 9-10 36x197 C24
T4 10-11 36x197 C24
T4 10-11 36x197 C24
T4 11-12 36x197 C24
EV2 18-20 36x97 C24
EV2 18-20 36x97 C24
B1 14-15 36x247 C24
B1 15-17 36x247 C24
B3 17-18 36x247 C24
B3 18-19 36x247 C24
K2 6-8
36x97 C24
K2 6-8
36x97 C24
WOH2 20-12 36x246 C24
WOH2 20-12 36x246 C24
K1 5-9
36x172 C24
K1 5-9
36x172 C24
EV2 20-11 36x194 C24
EV2 20-11 36x194 C24

--Plan Ferme -K
Taux
0.641

1.000
0.452

0.197
0.136
0.110
0.153
0.021
0.306
0.257

0.839

---Plan Perp--Signal
K
Taux ATF
0.269

0.380

0.614
0.090

0.227
0.103

0.627

0.343

2
1

--- Maximum ----Plan Ferme -Effort
Moment
K
Taux
(kN)
(kNm)
-4.504
0.125
1.000
0.077
-4.445
1.243
1.000
0.368
-9.045
-0.248
1.000
0.154
-8.574
1.622
1.000
0.507
-5.210
-0.906
1.000
0.287
-0.468
0.077
1.000
0.070
-0.116
0.040
1.000
0.034
-0.318
0.001
1.000
0.007
-0.732
-0.347
1.000
0.292
-5.432
-1.468
1.000
0.436
-8.216
0.850
1.000
0.303
-8.717
-0.416
1.000
0.195
-0.049
-0.023
1.000
0.006
-3.052
0.014
1.000
0.077
-3.052
0.142
1.000
0.214
6.282
-0.894
0.220
6.028
-4.210
0.767
-0.019
-0.408
1.000
0.068
0.000
0.000
1.688
0.005
0.055
1.688
0.005
0.055
0.177
0.007
0.003
0.177
0.007
0.003
-7.475
0.069
1.000
0.108
-7.475
0.069
1.000
0.108
-11.774
0.142
1.000
0.157
-11.774
0.014
1.000
0.122

1

---Plan Perp--Signal
K
Taux ATF
0.806
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000

0.088
0.368
0.154
0.507
0.287
0.070
0.034
0.007
0.292
0.436
0.303
0.195
0.006
0.077
0.214

1
1
1
1
1
1
1
1
1
1
1
1
1

1.000

0.068

1.000
1.000
1.000
1.000

0.108 1
0.108 1
0.157 1
0.122 1

1
1
1
1
1
1
1
1
1
1

Reactions d'appuis
Noeud
Appui
J1
J20

----- Reaction -----Verti
Horiz
(kN)
(kN)
7.017
0.000
8.783
0.000

----- Largeur -----Réelle
Néc.
(mm)
(mm)
220
37
220
71

----------- Hauteur ----------Réelle
Néc.
Taux
(mm)
(mm)
Cis.
197
136
0.69
247
2
0.01

RESUME DU CALCUL
Contraintes
Barre
T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 8-9
T4 9-10
T4 10-11
T4 11-12
EV1 14-2
Page 7/77

-Section- Cas
BxH Cat.
36x197 C24
1
36x197 C24
5
36x197 C24
2
36x197 C24
2
36x197 C24 + 2
36x112 C24
36x112 C24
20
36x112 C24
5
36x197 C24 + 2
36x112 C24
36x197 C24
2
36x197 C24
2
36x197 C24
1
36x97 C24
5

Effort
(kN)
-3.372
1.407
-6.571
-3.960
0.931

Moment
(kNm)
0.848
0.857
1.169
1.098
-0.673

Taux
Max.
0.393
0.365
0.577
0.502
0.239

Taux
Cis.
0.783
0.201
0.170
0.472
0.244

-0.684
-0.475
0.778

0.347
-0.279
-1.061

0.315
0.352
0.363

0.087
0.071
0.279

-3.967
-6.318
0.181
6.488

-0.959
0.664
-0.266
0.000

0.447
0.376
0.108
0.286

0.459
0.113
0.081
0.000

ATF

Signal

Signal

Etude : 1553286A - F1A
EV2 18-20
36x97 C24
2
-2.385
0.108 0.246 0.129
EV2 20-11
36x194 C24
2
-8.698
0.108 0.257 0.032
B1 13-14
36x247 C24
15
0.000
-0.000 0.000 0.001
B1 14-15
36x247 C24
7
4.077
-0.957 0.308 0.106
B1 15-16
36x247 C24
2
4.538
2.253 0.638 0.490
B3 16-17
36x247 C24
5
4.466
-1.748 0.511 0.608
B3 17-18
36x247 C24
5
-0.042
-3.064 0.763 0.416
B3 18-19
36x247 C24
1
0.000
-0.000 0.000 0.002
K2 6-8
36x97 C24
2
1.622
0.012 0.091 0.000
1
WOH2 20-12
36x246 C24
15
0.410
-0.032 0.010 0.015
W2 3-15
36x72 C24
17
-0.670
0.000 0.217 0.000
W3 17-11
36x72 C24
1
5.807
0.000 0.345 0.000
W5 14-3
36x97 C24
1
-8.037
0.000 0.386 0.000
1
K1 5-9
36x172 C24
2
-6.061
0.174 0.472 0.046
2
Z1 15-4
36x97 C24
2
3.905
0.000 0.172 0.000
Z2 17-10
36x97 C24
2
3.271
0.000 0.144 0.000
1
Noeuds:
Noeud
--Section-Cas ---- Maximum ---- ---Plan (yy)--- ---Plan (xx)--Signal
BxH Cat.
Effort
Moment
K
Taux
K
Taux ATF
(kN)
(kNm)
J1 T1 1-2
36x197 C24
1
-3.412
0.095
1.000
0.088
0.806
0.100 1
J2 T1 1-2
36x197 C24
5
-2.782
0.956
1.000
0.415
1.000
0.415 1
J3 T1 3-4
36x197 C24
2
-6.781
-0.178
1.000
0.170
1.000
0.170 1
J4 T1 3-4
36x197 C24
2
-6.548
1.295
1.000
0.603
1.000
0.603 1
J5 T1 4-5
36x197 C24
2
-3.790
-0.756
1.000
0.351
1.000
0.351 1
J6 T2 6-7
36x112 C24
13
0.184
0.229
0.189
1
J7 T2 6-7
36x112 C24
13
0.361
0.011
0.018
1
J7 T3 7-8
36x112 C24
5
-0.300
-0.021
1.000
0.034
1.000
0.034 1
J8 T3 7-8
36x112 C24
2
-0.372
-0.236
1.000
0.295
1.000
0.295 1
J9 T4 9-10 36x197 C24
2
-3.948
-1.157
1.000
0.510
1.000
0.510 1
J10 T4 10-11 36x197 C24
2
-6.293
0.745
1.000
0.384
1.000
0.384 1
J11 T4 10-11 36x197 C24
1
-6.523
-0.312
1.000
0.219
1.000
0.219 1
J12 T4 11-12 36x197 C24
1
-0.012
-0.017
0.007
1
J18 EV2 18-20 36x97 C24
2
-2.385
0.012
1.000
0.091
1.000
0.091 1
J19 B3 18-19 36x247 C24
1
0.000
0.000
1
J6 K2 6-8
36x97 C24
2
1.622
0.004
0.079
1
J8 K2 6-8
36x97 C24
2
1.622
0.004
0.079
1

MiTek Industries S.A.
Noeud

J20
J12
J5
J9
J20
J11

Créé le lundi 16 novembre 2015
Cas ---- Maximum ---- ---Plan (yy)--- ---Plan (xx)--Signal
Effort
Moment
K
Taux
K
Taux ATF
(kN)
(kNm)
WOH2 20-12 36x246 C24
15
0.410
-0.011
0.007
1
WOH2 20-12 36x246 C24
15
0.410
-0.011
0.007
1
K1 5-9
36x172 C24
2
-6.061
0.063
1.000
0.135
1.000
0.135 1
K1 5-9
36x172 C24
2
-6.061
0.063
1.000
0.135
1.000
0.135 1
EV2 20-11 36x194 C24
2
-8.698
0.120
1.000
0.179
1.000
0.179 1
EV2 20-11 36x194 C24
2
-8.698
0.012
1.000
0.136
1.000
0.136 1
--Section-BxH Cat.

Reactions d'appuis
-------------Normale------------Deformation
Noeud
vert.
soul.
horz.
J1
5.316(1)
0.496(7)
J20
6.658(1)
0.000(1)
Noeud
Largeur
Hauteur
Signal
min. (mm)
min. (mm)
J1
44
157
J20
80
6

------------Extreme-------------vert.
7.017(11)
8.783(11)

soul.

Permanente

horz.
0.973(15)
0.000

vert.
3.178
3.990

vert.
5.316
6.658

Deformations
Barre
T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10
T4 10-11
T4 11-12
EV1 14-2
EV2 18-20
EV2 20-11
B1 13-14
B1 14-15
B1 15-16
B3 16-17
B3 17-18
B3 18-19
K2 6-8
WOH2 20-12
W2 3-15
W3 17-11
W5 14-3
K1 5-9
Z1 15-4
Z2 17-10

Panneau
Max.
-0.02(5)
-0.30(5)
-0.99(1)
-0.17(5)
0.08(7)
-1.37(5)
1.17(5)
0.17(5)
0.19(5)
-0.51(7)
0.09(1)
0.00(1)
-0.04(7)
-0.02(7)
0.00(1)
0.68(7)
-9.05(7)
-9.05(7)
1.02(5)
0.00(1)
-0.38(1)
-0.01(5)
0.00(1)
-0.00(5)
0.00(1)
-1.99(1)
0.00(1)
0.00(1)

Segment
Max.
-1.72(5)
-7.14(5)
-11.79(5)
-11.78(5)
-9.97(5)
-8.79(5)
8.24(5)
8.20(5)
-5.25(1)
4.69(5)
2.11(5)
0.00(5)
-0.00(7)
0.00(7)
-0.30(5)
-9.74(5)
-14.49(5)
-14.49(5)
1.90(5)
0.19(5)
0.00(5)
-0.00(5)
-0.01(5)
-0.00(5)
0.00(5)
-0.36(7)
0.00(5)
0.00(5)

--- Noeud Debut --X
Y
0.00(1)
0.00(1)
1.16(5)
-1.41(5)
5.00(5)
-5.94(5)
8.35(5) -10.22(5)
7.36(5)
-9.19(5)
6.81(5)
-8.52(5)
1.54(5)
-2.42(5)
7.02(5)
3.97(5)
6.62(5)
3.49(5)
4.79(5)
1.51(5)
3.14(5)
-0.16(1)
0.63(7)
-1.63(5)
1.04(7)
0.17(5)
1.87(5)
0.00(1)
0.63(7)
-1.35(5)
0.63(7)
-1.63(5)
0.76(7) -10.73(5)
0.76(7) -10.73(5)
1.04(7)
1.04(5)
1.04(7)
0.17(5)
6.81(5)
-8.52(5)
1.87(5)
0.00(1)
5.00(5)
-5.94(5)
1.04(7)
1.04(5)
0.63(7)
-1.63(5)
7.36(5)
-9.19(5)
0.76(7) -10.73(5)
1.04(7)
1.04(5)

--- Noeud Fin --X
Y
1.16(5)
-1.41(5)
5.00(5)
-5.94(5)
8.35(5) -10.22(5)
7.36(5)
-9.19(5)
6.81(5)
-8.52(5)
1.54(5)
-2.42(5)
7.02(5)
3.97(5)
6.62(5)
3.49(5)
4.79(5)
1.51(5)
3.14(5)
-0.16(1)
1.87(5)
-1.67(5)
1.16(5)
-1.41(5)
1.87(5)
0.00(1)
3.14(5)
-0.16(1)
0.63(7)
-1.63(5)
0.76(7) -10.73(5)
1.04(7)
1.04(5)
1.04(7)
1.04(5)
1.04(7)
0.17(5)
1.04(7)
0.03(7)
7.02(5)
3.97(5)
1.87(5)
-1.67(5)
0.76(7) -10.73(5)
3.14(5)
-0.16(1)
5.00(5)
-5.94(5)
6.62(5)
3.49(5)
8.35(5) -10.22(5)
4.79(5)
1.51(5)

Signal

Notas importants:
1. Antiflambage:
Lisse d'Antiflambage necessaires aux barres:
W 5-9 , W17-10, W14-3
La fixation du dispositif d'antiflambage sera réalisé de manière à reprendre par ferme
et par versant un effort perpendiculaire à l'arba F = Effort axial arba/60 = 0.196kN
Cette valeur est à multiplier par le nombre de fermes intéressées par le dispositif.

Remarques:
1.

C'est la responsabilite du client de s'assurer que les donnees
ci-dessus: dimensions, pentes, charges et autres
caracteristiques sont celles demandees par le maitre d'ouvrage.
2. Cette note de calcul propre a chaque element triangule ne
dispense pas de l'execution d'un plan de pose et de
contreventement adapte au batiment etudie.
3. Poids de la Ferme 91.817 - 100.999 Kg
Options de calcul choisies par l'utilisateur :
- Niveau de l'utilisateur: Expert.
- Désactivation de la limite de flèche de 10mm pour les poutres.
- Désactivation de la vérification de la déformation vers le haut pour les extrémités des arba «queue
de vache».
- L'utilisateur a choisi de dimensionner les joints d'aboutage en ne considérant que 50%
des efforts de compression, comformément a DTU 31.3 Annexe C : C6.2.1.1.
- L'utilisateur prend la responsabilité du choix de calculer le joint d'aboutage en entrait porteur
selon la méthode préconisée au paragraphe DTU 31.3 Annexe C : C6.2.3

Informations Plaques
Plaques utilisées:

Page 8/77

M20

01.370029v2

Etude : 1553286A - F1
1. Les aboutages sont normalement placés entre 10 et 25 % de la longueur du panneau.
2. Tolérance du positionnement = 10 (mm)
3. EM: Effort de manutention: 1.000 kN (second genre).
Noeud
Plaque
Position(x1)
(y1)
(x2)
(y2) (mm)
Jauge
Code
2
M20
0930
8
251
3
M20
2025
85
135
4
M20
0920
3
183
5
M20
1320
0
0
6
M20
0920
159
3
7
M20
1010
51
49
8
M20
0920
159
3
9
M20
1320
0
0
10
M20
0920
3
183
11
M20
1530
122
73
12
M20
1320
0
0
14
M20
2025
87
156
15
M20
1325
64
145
16
M20
1025
0
0
16
M20
1325
127
53
17
M20
1325
55
148
18
M20
0920
0
0
20
M20
1325
79
130

MiTek Industries S.A.

F1
INFORMATIONS GENERALES
Etude faite par:
CHAMPEAU SA
Avenue de la libération, BP 116
87221 FEYTIAT CEDEX, HAUTE VIENNE, France
Tel : (33) 05.55.31.75.75
Fax : (33) 05.55.31.75.76
Adresse client:
Adresse chantier:
DEPREUX

Fermes de fabrications
F1
Les calculs ont pour base technique:
Les documents techniques unifies DTU.
Regles N.V.65 et N 84 (carte de neige)
DTU 31.3 Annexe C(Regles CB71), NF P21.110 etc...
Methode de calcul utilises:
Calcul hyperstatique de structure plane a barres.
Unites utilisees:
mm, deg, MPa
Conventions:
Efforts : Negatif (-) = Compression, Positif (+) = Traction
Reactions: Negatif (-) = Soulevement, Positive (+) = Descente
Caracteristiques des bois:
Categorie de bois
: C24 SE
Module d'elasticite axial : 10000.0
Coefficient de fluage
: 1.5
Densite
: 420.00 Kg/m^3
Contraintes admissibles
:
Flexion
// : 11.00 MPa
Traction
// : 6.50 MPa
Traction
T : 0.20 MPa
Compression // : 9.50 MPa
Compression
T : 2.30 MPa
Cisaillement // : 1.10 MPa
Caracteristiques des connecteurs:
Type de plaque : M20
Réf. PV Essai 01.370029v2
Mardi 31 Mars 2015
© Copyright 2008-2009 MiTek Holdings, Inc. All Rights reserved.

Page 9/77

Créé le lundi 16 novembre 2015

Etude : 1553286A - F1

GEOMETRIE ET MODELE DE LA STRUCTURE
Schema de la Structure

6

MiTek Industries
B1
B1
B1
B3
B3
B3
K2
W2
W3
W4
W5
K1
Z1
Z2

7

8

5

9

4

10

3

11

12

14
15

12
13

16

17

18

19
20

Dimensions du batiment:
Longueur (a)
:
15 m
Largeur (b)
:
8 m
Hauteur totale (H)
:
10 m
Hauteur au faitage (h)
:
10 m
Pente Gauche
: 40.00 deg
Pente Droite
: 40.00 deg
Portee
: 8960 mm
Entraxe des fermes
:
620 mm
Hauteur Hors-tout
: 4407 mm
Longueur Hors-tout
: 9390 mm
Prolonge Gauche Arba.
:
215 mm
Prolonge Droite Arba.
:
215 mm
Entraxe lattes Arba.(*) :
620 mm
Entraxe lattes Entrait(*):
0 mm
(*) - Valeurs de saisie, voir les longueurs de flambement calculees
en 'Caracteristiques des barres.'
Coordonnees des noeuds:
Coordonnees
Liberte
Noeud
X
Y
(mm)
(mm)
Horiz. Vert.
Rot.
J1
-110
428
1
1
0 Appui
J6
3312
3326
0
0
0
J13
9070
428
0
1
0 Appui
J8
5648
3326
0
0
0
J5
2807
2903
0
0
0
J7
4480
4334
0
0
0
J9
6153
2903
0
0
0
J14
0
124
0
0
0
J16
2182
124
0
0
0
J4
2182
2350
0
0
0
J18
6779
124
0
0
0
J10
6779
2350
0
0
0
J15
69
124
0
0
0
J2
69
577
0
0
0
J19
8892
124
0
0
0
J12
8892
577
0
0
0
J3
904
1278
0
0
0
J11
8056
1279
0
0
0
J20
8960
124
0
0
0
0=Libre, 1=Fix
Caracteristiques des barres:
Project. Longueur
Conditions
Barre
-------Section-------Longueur
X
Flambage Pente
Extremites
Debut-Fin Pli Coef BxH
Cat
(mm)
(mm)
(mm)
(deg)
Debut-Fin
T1 1-2
1
1.0 36x197 C24
233
179
558
40.00
Pin-Fix
T1 2-3
1
1.0 36x197 C24
1091
835
558
40.00
Fix-Fix
T1 3-4
1
1.0 36x197 C24
1668
1278
558
40.00
Fix-Fix
T1 4-5
1
1.0 36x197 C24
835
626
558
41.46
Fix-Fix
T1 5-6
1
1.0 36x197 C24 +
658
504
558
40.00
Fix-Fix
T1 5-6
36x112 C24
T2 6-7
1
1.0 36x112 C24
1543
1168
558
40.79
Fix-Pin
T3 7-8
1
1.0 36x112 C24
1543
1168
558
-40.79
Pin-Fix
T4 8-9
1
1.0 36x197 C24 +
658
504
558
-40.00
Fix-Fix
T4 8-9
36x112 C24
T4 9-10
1
1.0 36x197 C24
835
626
558
-41.46
Fix-Fix
T4 10-11
1
1.0 36x197 C24
1667
1277
558
-40.00
Fix-Fix
T4 11-12
1
1.0 36x197 C24
1091
836
558
-40.00
Fix-Fix
T4 12-13
1
1.0 36x197 C24
233
179
558
-40.00
Fix-Pin
EV1 15-2
1
1.0 36x97 C24
454
454
454
90.00
Pin-Pin
EV2 19-12
1
1.0 36x97 C24
454
454
454
90.00
Pin-Pin
Page 10/77

S.A.
14-15
15-16
16-17
17-18
18-19
19-20
6-8
3-16
18-11
11-19
15-3
5-9
16-4
18-10

1
1
1
1
1
1
1
1
1
1
1
1
1
1

1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0

36x247
36x247
36x247
36x247
36x247
36x247
36x97
36x72
36x72
36x97
36x97
36x172
36x97
36x97

C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24

69
2113
3769
829
2113
69
2337
1722
1722
1426
1425
3346
2227
2227

69
2113
3769
829
2113
69
2337
1278
1277
836
835
3346
2227
2227

69
2113
4597
4597
2113
69
2337
1722
1722
713
713
1115
2227
2227

0.00
0.00
0.00
0.00
0.00
0.00
0.00
-42.11
42.13
-54.11
54.12
0.00
90.00
90.00

Créé le lundi 16 novembre 2015
Pin-Fix
Fix-Fix
Fix-Fix
Fix-Fix
Fix-Fix
Fix-Pin
Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin

Etude : 1553286A - F1

HYPOTHESES DE CHARGES ET SURCHARGES
Charges permanentes:
Couverture
Plancher/Cloison
Surcharge d'exploitation:
Permanente
20%
Surcharge de neige:
Region de neige
Surcharge de vent:
Région de vent

:
:
:

0.300
0.550

0.300

Plafond haut
Plafond bas
Temporaire

80%

:
:
:

0.200
0.200

1.200

:

A1

Altitude

:

:

II

Nature du Site

: Normal

Combinaisons de charges vérifiées:
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas

1:
2:
3:
4:
5:
7:
11:
13:
15:
16:
17:
18:
19:
20:
21:
22:
23:
24:
25:

Charges Permanentes + Neige Normale (Cas 1)
Charges Perm. + Charges d'Exploitation Maj. 20% (Cas 1bis)
Charges Permanentes + 1kN Arba (Cas 2)
Charges Permanentes + Neige + 1kN Entrait (Cas 2bis)
Vent Normal G->D Depression Interne (Cas 3)
Vent Normal D->G Depression Interne (Cas 3)
Charges Permanentes + Neige Extreme (Cas 4)
Vent Extreme G->D Surpression Interne (Cas 5)
Vent Extreme D->G Surpression Interne (Cas 5)
Vent Extreme Parallele Surpression Interne (Cas 5bis)
Charges Permanentes + 1kN Arba (Cas 2) (1)
Charges Permanentes + 1kN Arba (Cas 2) (2)
Charges Permanentes + 1kN Arba (Cas 2) (3)
Charges Permanentes + 1kN Arba (Cas 2) (4)
Charges Permanentes + 1kN Arba (Cas 2) (5)
Charges Permanentes + 1kN Arba (Cas 2) (6)
Charges Permanentes + 1kN Arba (Cas 2) (7)
Charges Permanentes + 1kN Arba (Cas 2) (8)
Charges Permanentes + 1kN Arba (Cas 2) (9)

200 m

MiTek Industries S.A.
T4 10-11
T4 11-12
T4 12-13
Entrait
B1 14-15
B1 15-16
B1 16-17
B3 17-18
B3 18-19
B3 19-20
K2 6-8
Fiches
Intérieur
K1 5-9

1
1
1
2
2
2
3
4
5
5
5
7
7
7
11
13
15
16
17
18
19
20
21
22
23
24
25

Nom

Appui
Verti
(kN)
5.997
3.589
2.408
5.727
3.589
2.138
6.234
3.075
5.601
3.589
2.011
5.345
3.589
1.756
7.914
3.109
2.954
0.908
5.729
5.591
5.591
5.473
5.345
5.227
5.227
5.089
4.974

TOTAL
perm
temps
TOTAL
perm
temps
TOTAL
TOTAL
TOTAL
perm
temps
TOTAL
perm
temps
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL

1
Horiz
(kN)
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
-0.500
0.000
-0.500
0.500
0.000
0.500
0.000
-0.959
0.959
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

Appui
Verti
(kN)
5.997
3.589
2.408
5.727
3.589
2.138
5.364
3.075
5.345
3.589
1.756
5.601
3.589
2.011
7.914
2.954
3.109
0.908
5.089
5.227
5.227
5.345
5.473
5.591
5.591
5.729
5.844

---Debut Barre--Vert.
Horiz.
-0.436
-0.436
-0.436
-0.608
-0.436
-0.440
-0.440
-0.436
-0.608

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

Arbalétrier
T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10
T4 10-11
T4 11-12

13
Horiz
(kN)
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

----Fin Barre---Vert.
Horiz.
-0.436
-0.436
-0.436
-0.608
-0.436
-0.440
-0.440
-0.436
-0.608

-0.436
-0.436
-0.436

0.000
0.000
0.000

-0.163
-0.163
-1.434
-1.434
-0.163
-0.163
-0.021

0.000
0.000
0.000
0.000
0.000
0.000
0.000

-0.163
-0.163
-1.434
-1.434
-0.163
-0.163
-0.021

0.000
0.000
0.000
0.000
0.000
0.000
0.000

-0.124

0.000

-0.124

0.000

------ Debut de Barre ----Effort
Effort
Moment
Tranch.
Normal
(kN)
(kN)
(kNm)

RESULTATS DE CALCUL
Cas de Charge 1: Coef =1.00 Charges Permanentes + Neige Normale (Cas 1)
Charges Uniformes
Barre
Arbalétrier
T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10

0.000
0.000
0.000

Efforts/Moments aux Extremites

Reactions d'appuis par Cas de Charges
Cas
Charge

Créé le lundi 16 novembre 2015
-0.436
-0.436
-0.436

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Page 11/77

4.594
-0.963
1.015
-2.765
1.752
0.280
0.109
-1.583
3.050
-0.589
1.242

-3.855
0.808
-8.293
-5.163
0.908
-0.462
-0.126
1.049
-4.911
-7.935
1.042

0.000
-1.064
0.139
-1.198
1.230
0.132
0.000
0.132
1.230
-1.198
0.139

------- Fin de Barre
Effort
Effort
Tranch.
Normal
(kN)
(kN)
-4.534
1.243
-0.588
3.050
-1.583
0.109
0.280
1.752
-2.765
1.015
-0.963

-3.805
1.043
-7.934
-4.911
1.049
-0.126
-0.462
0.908
-5.163
-8.293
0.808

-----Moment
(kNm)
1.064
-0.139
1.198
-1.230
-0.132
0.000
-0.132
-1.230
1.198
-0.139
1.064

Etude : 1553286A - F1
------ Debut de Barre ----Effort
Effort
Moment
Tranch.
Normal
(kN)
(kN)
(kNm)
T4 12-13
-4.534
-3.805
-1.064
EV1 15-2
0.000
7.176
0.000
EV2 19-12
0.000
7.175
0.000
Entrait
B1 14-15
0.000
0.000
0.000
B1 15-16
-0.624
5.635
0.000
B1 16-17
3.295
5.700
1.682
B3 17-18
-2.108
5.700
-0.557
B3 18-19
0.968
5.636
1.682
B3 19-20
0.011
0.000
0.000
K2 6-8
0.024
1.989
0.000
Fiches
W2 3-16
0.000
0.088
0.000
W3 18-11
0.000
0.087
0.000
W4 11-19
0.000
-9.613
0.000
W5 15-3
0.000
-9.614
0.000
Intérieur
K1 5-9
0.207
-7.522
0.000
Z1 16-4
0.000
4.204
0.000
Z2 18-10
0.000
4.205
0.000

------- Fin de Barre
Effort
Effort
Tranch.
Normal
(kN)
(kN)
4.594
-3.855
0.000
7.176
0.000
7.175

MiTek Industries S.A.
J15 B1
J16 B1
J18 B1
J19 B3
J20 B3
J6
K2
J8
K2
J5
K1
J9
K1

-----Moment
(kNm)
0.000
0.000
0.000

0.011
0.968
2.108
3.295
-0.624
0.000
0.024

0.000
5.635
5.700
5.700
5.636
0.000
1.989

-0.000
-1.682
0.557
-1.682
-0.000
0.000
0.000

0.000
0.000
0.000
0.000

0.088
0.087
-9.613
-9.614

0.000
0.000
0.000
0.000

0.207
0.000
0.000

-7.522
4.204
4.205

0.000
0.000
0.000

--Section-BxH Cat.

T1 1-2
36x197 C24
T1 2-3
36x197 C24
T1 3-4
36x197 C24
T1 4-5
36x197 C24
T1 5-6
36x197 C24 +
T1 5-6
36x112 C24
T2 6-7
36x112 C24
T3 7-8
36x112 C24
T4 8-9
36x197 C24 +
T4 8-9
36x112 C24
T4 9-10
36x197 C24
T4 10-11
36x197 C24
T4 11-12
36x197 C24
T4 12-13
36x197 C24
EV1 15-2
36x97 C24
EV2 19-12
36x97 C24
B1 14-15
36x247 C24
B1 15-16
36x247 C24
B1 16-18
36x247 C24
B3 18-19
36x247 C24
B3 19-20
36x247 C24
K2 6-8
36x97 C24
Barres Internes:
Barre
--Section-BxH Cat.
K1 5-9
Z1 16-4
Z2 18-10
W2 3-16
W3 18-11
W4 11-19
W5 15-3
Noeuds:
Noeud

J1
J2
J3
J4
J5
J6
J7
J7
J8
J9
J10
J11
J12
J13

T1
T1
T1
T1
T1
T2
T2
T3
T3
T4
T4
T4
T4
T4

36x172
36x97
36x97
36x72
36x72
36x97
36x97

C24
C24
C24
C24
C24
C24
C24

--Section-BxH Cat.
1-2
1-2
3-4
3-4
4-5
6-7
6-7
7-8
7-8
9-10
10-11
10-11
12-13
12-13

36x197
36x197
36x197
36x197
36x197
36x112
36x112
36x112
36x112
36x197
36x197
36x197
36x197
36x197

C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24

--- Maximum --Effort
Moment
(kN)
(kNm)
-3.809
0.958
0.832
0.957
-7.970
1.096
-4.937
-0.976
0.922
-1.115

--Plan Ferme -K
Taux

-0.429
-0.429
0.922

-0.092
-0.092
-1.115

-4.937
-7.970
0.831
-3.809
7.176
7.175
0.000
5.635
5.700
5.636
0.000
1.989

-0.976
1.096
0.957
0.958
0.000
0.000
0.000
-1.481
2.106
-1.481
0.000
0.014

1.000

Noeud
Appui
J1
J13

0.806

0.444

0.806
0.806

0.575
0.472

0.992
0.992

0.122
0.122
0.383

0.806
0.806

0.125
0.124

1.000
1.000

0.454
0.546
0.392
0.430
0.316
0.316

0.806
0.806

0.472
0.575

0.806

0.444

1.000
1.000

1.000

0.111
--Plan Ferme -K
Taux
0.641

--- Maximum --Effort
Moment
(kN)
(kNm)
-3.850
0.107
-3.805
1.064
-8.293
-0.139
-7.934
1.198
-4.911
-1.230
-0.462
-0.132
-0.160
0.014
-0.160
0.014
-0.462
-0.132
-4.911
-1.230
-7.935
1.198
-8.293
-0.139
-3.805
1.064
-3.850
0.107

0.839
0.839

---Plan Perp--Signal
K
Taux ATF

0.288
0.185
0.185
0.005
0.005
0.345
0.345

0.269

0.564

2

0.627
0.627

0.462
0.462

1
1

--Plan Ferme -K
Taux
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000

0.099
0.472
0.177
0.585
0.553
0.171
0.021
0.021
0.171
0.553
0.585
0.177
0.472
0.099

---Plan Perp--Signal
K
Taux ATF
0.806
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
0.806

----- Reaction -----Verti
Horiz
(kN)
(kN)
5.997
0.000
5.997
0.000

Barre
Debut-Fin
T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10
T4 10-11
T4 11-12
T4 12-13
B1 14-15
B1 15-16
B1 16-17

0.465
0.622
0.465

--- Maximum --Effort
Moment
(kN)
(kNm)
-7.522
0.174
4.204
0.000
4.205
0.000
0.088
0.000
0.087
0.000
-9.613
0.000
-9.614
0.000

C24
C24
C24
C24
C24
C24
C24
C24
C24

5.635
5.700
5.700
5.636
0.000
1.989
1.989
-7.522
-7.522

-0.136
-1.682
-1.682
-0.136
0.000
0.005
0.005
0.063
0.063

0.131
0.516
0.516
0.131

1.000
1.000

0.096
0.096
0.160
0.160

1.000
1.000

Créé le lundi 16 novembre 2015
1
1
1
1
1
1
1
0.160 1
0.160 1

----- Largeur -----Réelle
Néc.
(mm)
(mm)
220
50
220
50

----------- Hauteur ----------Réelle
Néc.
Taux
(mm)
(mm)
Cis.
197
174
0.88
197
174
0.88

Verifications des Deformations pour le cas de charge 1
Fleche Locale

---Plan Perp--Signal
K
Taux ATF

0.430
0.392
0.546
0.454
0.383

36x247
36x247
36x247
36x247
36x247
36x97
36x97
36x172
36x172

Reactions d'appuis

Verification des Contraintes pour le cas de charge 1
Barres Externes:
Barre

15-16
16-18
16-18
18-19
19-20
6-8
6-8
5-9
5-9

0.113
0.472
0.177
0.585
0.553
0.171
0.021
0.021
0.171
0.553
0.585
0.177
0.472
0.113

1
1
1
1
1
1
1
1
1
1
1
1
1
1
Page 12/77

---------- Panneau -----------Reelle-----Admiss.-Fleche Ratio
Fleche Ratio
-0.02 L/999
0.78 L/300
-0.36 L/999
3.64 L/300
-0.97 L/999
5.56 L/300
0.10 L/999
2.09 L/400
0.15 L/999
2.19 L/300
-0.16 L/999
5.14 L/300
-0.16 L/999
5.14 L/300
0.15 L/999
2.19 L/300
0.10 L/999
2.09 L/400
-0.97 L/999
5.56 L/300
-0.36 L/999
3.64 L/300
-0.02 L/999
0.78 L/300
0.00 L/999
1.00 L/400
1.25 L/999
5.28 L/400
-10.14 L/453
11.49 L/400

--------- Segment ------------Reelle-----Admiss.-Fleche Ratio
Fleche Ratio
-1.35 L/999
20.09 L/300
-4.68 L/999
20.09 L/300
-6.13 L/983
20.09 L/300
-5.46 L/999
20.09 L/300
-1.97 L/999
20.09 L/300
-0.28 L/999
20.09 L/300
-0.27 L/999
20.09 L/300
-1.99 L/999
20.09 L/300
-5.41 L/999
20.09 L/300
-6.15 L/980
20.09 L/300
-4.70 L/999
20.09 L/300
0.01 L/999
20.09 L/300
-0.06 L/999
22.40 L/400
-4.92 L/999
22.40 L/400
-15.06 L/594
22.40 L/400

Signal

Signal

Etude : 1553286A - F1
---------- Panneau --------Barre
---Reelle-----Admiss.-Debut-Fin
Fleche Ratio
Fleche Ratio
B3 17-18
-10.14 L/453
11.49 L/400
B3 18-19
1.25 L/999
5.28 L/400
B3 19-20
0.00 L/999
1.00 L/400
K2 6-8
-0.44 L/999
7.79 L/300
K1 5-9
-1.99 L/999
8.36 L/400

--------- Segment ------------Reelle-----Admiss.-Fleche Ratio
Fleche Ratio
-15.06 L/594
22.40 L/400
-4.92 L/999
22.40 L/400
-0.06 L/999
22.40 L/400
-0.44 L/999
5.84 L/400
-1.99 L/999
8.36 L/400

Signal

Flèche Globale
Noeud
J1
J2
J3
J4
J5
J6
J7
J8
J9
J10
J11
J12
J13
J14
J15
J16
J18
J19
J20
J5
J9

---- Deplacement ----X
Y
Rotation
0.000
0.000
0.000
0.933 -1.145
0.000
3.460 -4.129 -0.004
4.354 -5.575 -0.002
2.273 -3.336
0.002
1.591 -2.513
0.002
1.756 -2.735
0.001
1.921 -2.513
0.000
1.239 -3.336 -0.001
-0.841 -5.575 -0.002
0.051 -4.130 -0.002
2.579 -1.146
0.002
3.512
0.000
0.004
1.394 -1.327
0.000
1.394 -1.388
0.000
1.566 -6.246 -0.001
1.945 -6.246 -0.004
2.118 -1.388
0.004
2.118 -1.327
0.001
2.273 -3.336
0.002
1.239 -3.336
0.002

------ Admissible
X
Y
10.000 22.950
10.000 22.950
10.000 22.950
10.000 22.950
10.000 22.950
10.000 22.950
10.000 22.950
10.000 22.950
10.000 22.950
10.000 22.950
10.000 22.950
10.000 22.950
10.000 22.950
10.000 22.950
10.000 22.950
10.000 22.950
10.000 22.950
10.000 22.950
10.000 22.950
10.000 22.950
10.000 22.950

----Ratio
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400

Signal

Barre
Arbalétrier
T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10
T4 10-11
T4 11-12
T4 12-13
Entrait
B1 14-15
B1 15-16
B1 16-17
B3 17-18
B3 18-19
B3 19-20
K2 6-8
Fiches
Intérieur
K1 5-9

Barres Externes:
Barre

----Fin Barre---Vert.
Horiz.

-0.573
-0.573
-0.573
-0.762
-0.573
-0.577
-0.577
-0.573
-0.762
-0.573
-0.573
-0.573

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

-0.573
-0.573
-0.573
-0.762
-0.573
-0.577
-0.577
-0.573
-0.762
-0.573
-0.573
-0.573

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

-0.179
-0.179
-1.964
-1.964
-0.179
-0.179
-0.023

0.000
0.000
0.000
0.000
0.000
0.000
0.000

-0.179
-0.179
-1.964
-1.964
-0.179
-0.179
-0.023

0.000
0.000
0.000
0.000
0.000
0.000
0.000

-0.136

0.000

-0.136

0.000

T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 8-9
T4 9-10
T4 10-11
T4 11-12
T4 12-13

Efforts/Moments aux Extremites
------ Debut de Barre ----Effort
Effort
Moment
Tranch.
Normal
(kN)
(kN)
(kNm)
Arbalétrier
T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10
T4 10-11
T4 11-12
T4 12-13
EV1 15-2

6.063
-1.275
1.364
-3.751
2.369
0.369
0.142
-2.147
4.109
-0.803
1.641
-5.984
0.000

-5.087
1.070
-11.045
-6.807
1.282
-0.605
-0.164
1.468
-6.491
-10.575
1.377
-5.021
9.476

0.000
-1.403
0.187
-1.619
1.662
0.175
0.000
0.175
1.662
-1.619
0.187
-1.403
0.000

------- Fin de Barre
Effort
Effort
Tranch.
Normal
(kN)
(kN)
-5.984
1.642
-0.803
4.109
-2.147
0.142
0.369
2.369
-3.751
1.364
-1.274
6.063
0.000

-5.021
1.378
-10.575
-6.491
1.468
-0.164
-0.605
1.282
-6.807
-11.046
1.069
-5.087
9.476

Créé le lundi 16 novembre 2015
0.000

0.000

9.475

0.000

0.000

9.475

0.000
-0.902
4.514
-2.887
1.280
0.012
0.027

0.000
7.499
7.585
7.585
7.500
0.000
2.722

0.000
0.000
2.305
-0.761
2.305
0.000
0.000

0.012
1.280
2.887
4.514
-0.902
0.000
0.027

0.000
7.499
7.585
7.585
7.500
0.000
2.722

-0.000
-2.305
0.761
-2.305
-0.000
0.000
0.000

0.000
0.000
0.000
0.000

0.116
0.115
-12.793
-12.794

0.000
0.000
0.000
0.000

0.000
0.000
0.000
0.000

0.116
0.115
-12.793
-12.794

0.000
0.000
0.000
0.000

0.228
0.000
0.000

-10.090
5.716
5.717

0.000
0.000
0.000

0.228
0.000
0.000

-10.090
5.716
5.717

0.000
0.000
0.000

Verification des Contraintes pour le cas de charge 11

Cas de Charge 11: Coef =1.50 Charges Permanentes + Neige Extreme (Cas 4)
Charges Uniformes
---Debut Barre--Vert.
Horiz.

MiTek Industries S.A.
EV2 19-12
Entrait
B1 14-15
B1 15-16
B1 16-17
B3 17-18
B3 18-19
B3 19-20
K2 6-8
Fiches
W2 3-16
W3 18-11
W4 11-19
W5 15-3
Intérieur
K1 5-9
Z1 16-4
Z2 18-10

-----Moment
(kNm)
1.403
-0.187
1.619
-1.662
-0.175
0.000
-0.175
-1.662
1.619
-0.187
1.403
0.000
0.000
Page 13/77

--Section-BxH Cat.

36x197
36x197
36x197
36x197
36x197
36x112
36x112
36x112
36x197
36x112
36x197
36x197
36x197
36x197

C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24

+

+

--- Maximum --Effort
Moment
(kN)
(kNm)
-5.028
1.264
1.101
1.263
-10.622
1.481
-6.523
-1.320
1.301
-1.506

--Plan Ferme -K
Taux
1.000
1.000
1.000

---Plan Perp--Signal
K
Taux ATF

0.379
0.345
0.490
0.408
0.346

0.806

0.391

0.806
0.806

0.516
0.424

-0.561
-0.561
1.301

-0.122
-0.122
-1.506

0.992
0.992

0.108
0.108
0.346

0.806
0.806

0.110
0.110

-6.523
-10.622
1.100
-5.028

-1.320
1.481
1.263
1.264

1.000
1.000

0.408
0.491
0.345
0.379

0.806
0.806

0.424
0.516

0.806

0.391

1.000

Etude : 1553286A - F1
Barre
--Section-BxH Cat.
EV1 15-2
36x97 C24
EV2 19-12
36x97 C24
B1 14-15
36x247 C24
B1 15-16
36x247 C24
B1 16-18
36x247 C24
B3 18-19
36x247 C24
B3 19-20
36x247 C24
K2 6-8
36x97 C24
Barres Internes:
Barre
--Section-BxH Cat.
K1 5-9
Z1 16-4
Z2 18-10
W2 3-16
W3 18-11
W4 11-19
W5 15-3
Noeuds:
Noeud

J1
J2
J3
J4
J5
J6
J7
J7
J8
J9
J10
J11
J12
J13
J15
J16
J18
J19
J20
J6
J8
J5
J9

T1
T1
T1
T1
T1
T2
T2
T3
T3
T4
T4
T4
T4
T4
B1
B1
B1
B3
B3
K2
K2
K1
K1

36x172
36x97
36x97
36x72
36x72
36x97
36x97

C24
C24
C24
C24
C24
C24
C24

--- Maximum --Effort
Moment
(kN)
(kNm)
9.476
0.000
9.475
0.000
0.000
0.000
7.499
-2.039
7.585
2.883
7.500
-2.039
0.000
-0.000
2.722
0.016

--Plan Ferme -K
Taux

--- Maximum --Effort
Moment
(kN)
(kNm)
-10.090
0.191
5.716
0.000
5.717
0.000
0.116
0.000
0.115
0.000
-12.793
0.000
-12.794
0.000

--Plan Ferme -K
Taux

--Section-BxH Cat.
1-2
1-2
3-4
3-4
4-5
6-7
6-7
7-8
7-8
9-10
10-11
10-11
12-13
12-13
15-16
16-18
16-18
18-19
19-20
6-8
6-8
5-9
5-9

36x197
36x197
36x197
36x197
36x197
36x112
36x112
36x112
36x112
36x197
36x197
36x197
36x197
36x197
36x247
36x247
36x247
36x247
36x247
36x97
36x97
36x172
36x172

C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24

---Plan Perp--Signal
K
Taux ATF

0.278
0.278
0.424
0.565
0.424
0.097

0.641

--- Maximum --Effort
Moment
(kN)
(kNm)
-5.080
0.141
-5.021
1.403
-11.045
-0.187
-10.575
1.619
-6.491
-1.662
-0.605
-0.175
-0.208
0.018
-0.208
0.018
-0.605
-0.175
-6.491
-1.662
-10.575
1.619
-11.046
-0.187
-5.021
1.403
-5.080
0.141
7.499
-0.195
7.585
-2.305
7.585
-2.305
7.500
-0.195
0.000
0.000
2.722
0.006
2.722
0.006
-10.090
0.069
-10.090
0.069

---Plan Perp--Signal
K
Taux ATF

0.243
0.168
0.168
0.005
0.005
0.306
0.306

0.839
0.839

0.269

0.490

2

0.627
0.627

0.410
0.410

1
1

--Plan Ferme -K
Taux
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000

1.000
1.000

MiTek Industries S.A.
B3 18-19
B3 19-20
K2 6-8
W2 3-16
W3 18-11
W4 11-19
W5 15-3
K1 5-9
Z1 16-4
Z2 18-10
Noeuds:
Noeud

0.087
0.415
0.158
0.526
0.497
0.152
0.018
0.018
0.152
0.497
0.526
0.158
0.415
0.087
0.119
0.469
0.469
0.119
0.086
0.086
0.138
0.138

---Plan Perp--Signal
K
Taux ATF
0.806
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
0.806

0.099
0.415
0.158
0.526
0.497
0.152
0.018
0.018
0.152
0.497
0.526
0.158
0.415
0.099

1.000
1.000

0.138
0.138

1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1

J1
J2
J3
J4
J5
J6
J7
J7
J8
J9
J10
J11
J12
J13
J14
J15
J16
J18
J19
J20
J6
J8
J5

Reactions d'appuis
Noeud
Appui
J1
J13

----- Reaction -----Verti
Horiz
(kN)
(kN)
7.914
0.000
7.914
0.000

----- Largeur -----Réelle
Néc.
(mm)
(mm)
220
42
220
42

----------- Hauteur ----------Réelle
Néc.
Taux
(mm)
(mm)
Cis.
197
153
0.78
197
153
0.78

Signal

RESUME DU CALCUL
Contraintes
Barre
T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 8-9
T4 9-10
T4 10-11
T4 11-12
T4 12-13
EV1 15-2
EV2 19-12
B1 14-15
B1 15-16
B1 16-17
B3 17-18

-SectionBxH Cat.
36x197 C24
36x197 C24
36x197 C24
36x197 C24
36x197 C24 +
36x112 C24
36x112 C24
36x112 C24
36x197 C24 +
36x112 C24
36x197 C24
36x197 C24
36x197 C24
36x197 C24
36x97 C24
36x97 C24
36x247 C24
36x247 C24
36x247 C24
36x247 C24

Cas
1
5
2
2
2

Effort
(kN)
-3.809
1.466
-8.021
-4.886
1.438

Moment
(kNm)
0.958
0.961
1.174
1.045
-1.178

Taux
Max.
0.444
0.407
0.606
0.498
0.415

Taux
Cis.
0.883
0.214
0.165
0.598
0.357

20
21
2

-0.743
-0.743
1.438

0.275
0.275
-1.178

0.254
0.254
0.415

0.110
0.110
0.357

2
2
1
1
5
1
16
7
2
7

-4.886
-8.021
0.831
-3.809
7.192
7.175
0.000
4.923
5.665
5.094

1.045
1.174
0.957
0.958
0.000
0.000
-0.000
-1.844
2.358
0.793

0.498
0.606
0.392
0.444
0.317
0.316
0.000
0.543
0.684
0.285

0.598
0.165
0.212
0.883
0.000
0.000
0.001
0.178
0.571
0.479

ATF

Signal

Page 14/77

T1
T1
T1
T1
T1
T2
T2
T3
T3
T4
T4
T4
T4
T4
B1
B1
B1
B1
B3
B3
K2
K2
K1

Créé le lundi 16 novembre 2015
36x247
36x247
36x97
36x72
36x72
36x97
36x97
36x172
36x97
36x97

C24
C24
C24
C24
C24
C24
C24
C24
C24
C24

--Section-BxH Cat.

1-2
1-2
3-4
3-4
4-5
6-7
6-7
7-8
7-8
9-10
10-11
10-11
12-13
12-13
14-15
15-16
16-18
16-18
18-19
19-20
6-8
6-8
5-9

36x197
36x197
36x197
36x197
36x197
36x112
36x112
36x112
36x112
36x197
36x197
36x197
36x197
36x197
36x247
36x247
36x247
36x247
36x247
36x247
36x97
36x97
36x172

C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24

5
1
2
17
24
1
1
2
2
2

5.281
0.000
2.370
-0.384
-0.384
-9.613
-9.614
-7.952
4.694
4.694

-1.841
0.000
0.014
0.000
0.000
0.000
0.000
0.174
0.000
0.000

0.549
0.000
0.127
0.124
0.124
0.462
0.462
0.591
0.207
0.207

0.177
0.002
0.000
0.000
0.000
0.000
0.000
0.046
0.000
0.000

1
1
2

Cas ---- Maximum ---- ---Plan (yy)--- ---Plan (xx)--Signal
Effort
Moment
K
Taux
K
Taux ATF
(kN)
(kNm)
1
-3.850
0.107
1.000
0.099
0.806
0.113 1
5
-3.176
1.067
1.000
0.464
1.000
0.464 1
2
-8.231
-0.134
1.000
0.175
1.000
0.175 1
2
-7.997
1.297
1.000
0.625
1.000
0.625 1
2
-4.716
-1.300
1.000
0.577
1.000
0.577 1
7
-0.413
-0.210
1.000
0.265
1.000
0.265 1
7
-0.215
-0.010
1.000
0.018
1.000
0.018 1
5
-0.216
-0.010
1.000
0.018
1.000
0.018 1
2
-0.282
-0.114
1.000
0.145
1.000
0.145 1
2
-4.716
-1.300
1.000
0.577
1.000
0.577 1
2
-7.998
1.297
1.000
0.625
1.000
0.625 1
1
-8.293
-0.139
1.000
0.177
1.000
0.177 1
1
-3.805
1.064
1.000
0.472
1.000
0.472 1
1
-3.850
0.107
1.000
0.099
0.806
0.113 1
16
0.000
0.000
1
7
4.923
-0.176
0.129
1
5
5.532
-1.302
0.419
1
5
5.532
-2.082
0.613
1
1
5.636
-0.136
0.131
1
1
0.000
0.000
1
2
2.370
0.005
0.113
1
2
2.370
0.005
0.113
1
2
-7.952
0.063
1.000
0.167
1.000
0.167 1

Etude : 1553286A - F1
Noeud
--Section-BxH Cat.
J9

K1

5-9

36x172 C24

Cas ---- Maximum ---- ---Plan (yy)--- ---Plan (xx)--Signal
Effort
Moment
K
Taux
K
Taux ATF
(kN)
(kNm)
2
-7.952
0.063
1.000
0.167
1.000
0.167 1

Reactions d'appuis
-------------Normale------------Deformation
Noeud
vert.
soul.
horz.
J1
5.997(1)
-0.500(5)
J13
5.997(1)
0.000(7)
Noeud
Largeur
Hauteur
Signal
min. (mm)
min. (mm)
J1
50
175
J13
50
174

------------Extreme-------------vert.
7.914(11)
7.914(11)

soul.

Permanente

horz.
-0.959(13)
0.000(3)

vert.
3.589
3.589

Deformations
Barre
T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10
T4 10-11
T4 11-12
T4 12-13
EV1 15-2
EV2 19-12
B1 14-15
B1 15-16
B1 16-17
B3 17-18
B3 18-19
B3 19-20
K2 6-8
W2 3-16
W3 18-11
W4 11-19
W5 15-3
K1 5-9
Z1 16-4
Z2 18-10

Panneau
Max.
-0.02(5)
-0.36(5)
-0.97(1)
0.11(7)
0.17(7)
-0.62(5)
-0.61(7)
0.16(5)
0.11(5)
-0.97(7)
-0.36(1)
-0.02(1)
0.00(1)
0.00(1)
0.00(1)
1.49(7)
-10.14(1)
-10.14(1)
1.48(5)
0.00(1)
-0.44(1)
0.00(1)
0.00(1)
0.00(1)
0.00(1)
-1.99(1)
0.00(1)
0.00(1)

Segment --- Noeud Debut --Max.
X
Y
-1.49(5)
0.00(1)
0.00(1)
-5.45(5)
1.02(5)
-1.24(5)
-7.65(5)
3.94(5)
-4.69(5)
-7.28(5)
5.50(5)
-6.89(5)
-4.35(5)
3.79(5)
-5.06(5)
-3.19(5)
3.27(5)
-4.43(5)
-3.12(7)
1.76(1)
-2.73(1)
-4.30(7)
3.61(5)
-4.29(7)
-7.17(7)
2.79(5)
-4.93(7)
-7.61(7)
-2.26(7)
-6.79(7)
-5.36(7)
-0.71(7)
-4.58(7)
0.01(1)
2.63(5)
-1.20(7)
0.00(7)
1.39(1)
-1.49(5)
0.00(5)
2.12(1)
-1.43(7)
-0.12(5)
1.39(1)
-1.37(5)
-6.20(5)
1.39(1)
-1.49(5)
-15.06(1)
1.57(1)
-7.53(5)
-15.06(1)
1.57(1)
-7.53(5)
-6.15(7)
1.95(1)
-7.43(7)
-0.12(7)
2.12(1)
-1.43(7)
-0.44(1)
3.27(5)
-4.43(5)
-0.00(5)
3.94(5)
-4.69(5)
-0.00(7)
1.95(1)
-7.43(7)
0.00(1)
-0.71(7)
-4.58(7)
0.00(5)
1.39(1)
-1.49(5)
-1.99(1)
3.79(5)
-5.06(5)
0.00(5)
1.57(1)
-7.53(5)
0.00(7)
1.95(1)
-7.43(7)

--- Noeud
X
1.02(5)
3.94(5)
5.50(5)
3.79(5)
3.27(5)
1.76(1)
3.61(5)
2.79(5)
-2.26(7)
-0.71(7)
2.63(5)
3.51(1)
1.02(5)
2.63(5)
1.39(1)
1.57(1)
1.95(1)
1.95(1)
2.12(1)
2.12(1)
3.61(5)
1.57(1)
-0.71(7)
2.12(1)
3.94(5)
2.79(5)
5.50(5)
-2.26(7)

Fin --Y
-1.24(5)
-4.69(5)
-6.89(5)
-5.06(5)
-4.43(5)
-2.73(1)
-4.29(7)
-4.93(7)
-6.79(7)
-4.58(7)
-1.20(7)
0.00(1)
-1.24(5)
-1.20(7)
-1.49(5)
-7.53(5)
-7.43(7)
-7.43(7)
-1.43(7)
-1.33(1)
-4.29(7)
-7.53(5)
-4.58(7)
-1.43(7)
-4.69(5)
-4.93(7)
-6.89(5)
-6.79(7)

MiTek Industries S.A.
4
5
6
7
8
9
10
11
vert.
12
5.997
15
5.997
16
17
17
18
19

Signal

Notas importants:
1. Antiflambage:
Lisse d'Antiflambage necessaires aux barres:
W 5-9 , W11-19, W15-3
La fixation du dispositif d'antiflambage sera réalisé de manière à reprendre par ferme
et par versant un effort perpendiculaire à l'arba F = Effort axial arba/60 = 0.184kN
Cette valeur est à multiplier par le nombre de fermes intéressées par le dispositif.

Remarques:
1.

C'est la responsabilite du client de s'assurer que les donnees
ci-dessus: dimensions, pentes, charges et autres
caracteristiques sont celles demandees par le maitre d'ouvrage.
2. Cette note de calcul propre a chaque element triangule ne
dispense pas de l'execution d'un plan de pose et de
contreventement adapte au batiment etudie.
3. Poids de la Ferme 91.956 - 101.152 Kg
Options de calcul choisies par l'utilisateur :
- Niveau de l'utilisateur: Expert.
- Désactivation de la limite de flèche de 10mm pour les poutres.
- Désactivation de la vérification de la déformation vers le haut pour les extrémités des arba «queue
de vache».
- L'utilisateur a choisi de dimensionner les joints d'aboutage en ne considérant que 50%
des efforts de compression, comformément a DTU 31.3 Annexe C : C6.2.1.1.
- L'utilisateur prend la responsabilité du choix de calculer le joint d'aboutage en entrait porteur
selon la méthode préconisée au paragraphe DTU 31.3 Annexe C : C6.2.3

Informations Plaques
Plaques utilisées:
M20
01.370029v2
1. Les aboutages sont normalement placés entre 10 et 25 % de la longueur du panneau.
2. Tolérance du positionnement = 10 (mm)
3. EM: Effort de manutention: 1.000 kN (second genre).
Noeud
Plaque
Position(x1)
(y1)
(x2)
(y2) (mm)
Jauge
Code
2
M20
0930
6
251
3
M20
2025
72
101
Page 15/77

Créé le lundi 16 novembre 2015
M20
M20
M20
M20
M20
M20
M20
M20
M20
M20
M20
M20
M20
M20
M20

0920
1320
0920
1010
0920
1320
0920
2025
0930
2025
1325
1025
1025
1325
2025

3
0
159
51
159
0
3
71
6
157
64
0
0
64
157

183
0
3
49
3
0
183
101
251
92
145
0
0
145
92

Etude : 1553286A - FP2

FP2

MiTek Industries S.A.

Créé le lundi 16 novembre 2015

GEOMETRIE ET MODELE DE LA STRUCTURE
Schema de la Structure

INFORMATIONS GENERALES
Etude faite par:
CHAMPEAU SA
Avenue de la libération, BP 116
87221 FEYTIAT CEDEX, HAUTE VIENNE, France
Tel : (33) 05.55.31.75.75
Fax : (33) 05.55.31.75.76
Adresse client:
Adresse chantier:

6

7

8
9

5

10

4

DEPREUX

3
Les calculs ont pour base technique:
Les documents techniques unifies DTU.
Regles N.V.65 et N 84 (carte de neige)
DTU 31.3 Annexe C(Regles CB71), NF P21.110 etc...
Methode de calcul utilises:
Calcul hyperstatique de structure plane a barres.
Unites utilisees:
mm, deg, MPa
Conventions:
Efforts : Negatif (-) = Compression, Positif (+) = Traction
Reactions: Negatif (-) = Soulevement, Positive (+) = Descente
Caracteristiques des bois:
Categorie de bois
: C24 SE
Module d'elasticite axial : 10000.0
Coefficient de fluage
: 1.5
Densite
: 420.00 Kg/m^3
Contraintes admissibles
:
Flexion
// : 11.00 MPa
Traction
// : 6.50 MPa
Traction
T : 0.20 MPa
Compression // : 9.50 MPa
Compression
T : 2.30 MPa
Cisaillement // : 1.10 MPa
Caracteristiques des connecteurs:
Type de plaque : M20
Réf. PV Essai 01.370029v2
Lundi 16 Novembre 2015
© Copyright 2008-2009 MiTek Holdings, Inc. All Rights reserved.

11
12

12
20

13
14

15

16

17

18
19

Dimensions du batiment:
Longueur (a)
:
15 m
Largeur (b)
:
8 m
Hauteur totale (H)
:
10 m
Hauteur au faitage (h)
:
10 m
Pente Gauche
: 40.00 deg
Pente Droite
: 40.00 deg
Portee
: 8960 mm
Entraxe des fermes
:
620 mm
Hauteur Hors-tout
: 4407 mm
Longueur Hors-tout
: 9390 mm
Prolonge Gauche Arba.
:
215 mm
Prolonge Droite Arba.
:
215 mm
Entraxe lattes Arba.(*) :
620 mm
Entraxe lattes Entrait(*):
0 mm
(*) - Valeurs de saisie, voir les longueurs de flambement calculees
en 'Caracteristiques des barres.'
Coordonnees des noeuds:
Coordonnees
Liberte
Noeud
X
Y
(mm)
(mm)
Horiz. Vert.
Rot.
J1
-110
428
1
1
0 Appui
J6
3282
3301
0
0
0
J12
9003
483
0
0
0
J8
5678
3301
0
0
0
J5
2792
2891
0
0
0
J7
4480
4334
0
0
0
J9
6168
2891
0
0
0
J13
0
124
0
0
0
J16
5950
124
0
0
0
J15
2182
124
0
0
0
J4
2182
2350
0
0
0
J17
6779
124
0
0
0
J10
6779
2350
0
0
0
J14
69
124
0
0
0
J2
69
577
0
0
0
J18
8092
124
0
0
0
J11
8140
1208
0
0
0
J3
904
1278
0
0
0
J19
8160
124
0
0
0
J20
8153
483
0
1
0 Appui
0=Libre, 1=Fix
Caracteristiques des barres:
Project. Longueur
Conditions
Barre
-------Section-------Longueur
X
Flambage Pente
Extremites
Debut-Fin Pli Coef BxH
Cat
(mm)
(mm)
(mm)
(deg)
Debut-Fin
T1 1-2
1
1.0 36x197 C24 +
233
179
558
40.00
Pin-Fix
T1 1-2
36x197 C24
T1 2-3
1
1.0 36x197 C24 +
1091
835
558
40.00
Fix-Fix
T1 2-3
36x197 C24
T1 3-4
1
1.0 36x197 C24 +
1668
1278
558
40.00
Fix-Fix
T1 3-4
36x197 C24
T1 4-5
1
1.0 36x197 C24 +
815
611
558
41.49
Fix-Fix
T1 4-5
36x197 C24
T1 5-6
1
1.0 36x197 C24 +
639
489
558
40.00
Fix-Fix
T1 5-6
36x112 C24 +
T1 5-6
36x197 C24
T2 6-7
1
1.0 36x112 C24
1582
1198
558
40.77
Fix-Pin
T3 7-8
1
1.0 36x112 C24
1582
1198
558
-40.77
Pin-Fix
T4 8-9
1
1.0 36x197 C24 +
639
489
558
-40.00
Fix-Fix
T4 8-9
36x112 C24 +
Page 16/77

Etude : 1553286A - FP2
T4 8-9
36x197 C24
T4 9-10
1
1.0 36x197 C24
T4 9-10
36x197 C24
T4 10-11
1
1.0 36x197 C24
T4 10-11
36x197 C24
T4 11-12
1
1.0 36x197 C24
T4 11-12
36x197 C24
EV1 14-2
1
1.0 36x97 C24
EV2 18-20
1
1.0 36x97 C24
EV2 20-11
1
1.0 36x219 C24
B1 13-14
1
1.0 36x247 C24
B1 13-14
36x247 C24
B1 14-15
1
1.0 36x247 C24
B1 14-15
36x247 C24
B1 15-16
1
1.0 36x247 C24
B1 15-16
36x247 C24
B3 16-17
1
1.0 36x247 C24
B3 16-17
36x247 C24
B3 17-18
1
1.0 36x247 C24
B3 17-18
36x247 C24
B3 18-19
1
1.0 36x247 C24
B3 18-19
36x247 C24
K2 6-8
1
1.0 36x97 C24
WOH2 20-12
1
1.0 36x246 C24
W2 3-15
1
1.0 36x72 C24
W3 17-11
1
1.0 36x72 C24
W5 14-3
1
1.0 36x97 C24
K1 5-9
1
1.0 36x147 C24
Z1 15-4
1
1.0 36x97 C24
Z2 17-10
1
1.0 36x97 C24

MiTek Industries S.A.
+

815

611

558

-41.49

Fix-Fix

+

1777

1362

558

-40.00

Fix-Fix

+

1127

863

558

-40.00

Fix-Pin

+

454
365
724
69

454
61
724
69

454
365
724
69

90.00
80.38
90.99
0.00

Pin-Pin
Pin-Fix
Fix-Pin
Pin-Fix

+

2113

2113

2113

0.00

Fix-Fix

+

3769

3769

4597

0.00

Fix-Fix

+

829

829

4597

0.00

Fix-Fix

+

1313

1313

1313

0.00

Fix-Fix

69

0.00

Fix-Pin

+

69
2397
851
1722
1741
1425
3375
2227
2227

69
2397
851
1278
1362
835
3375
2227
2227

1198
851
1722
1741
713
1125
2227
2227

0.00
0.00
-42.11
38.53
54.12
0.00
90.00
90.00

Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin

Créé le lundi 16 novembre 2015

HYPOTHESES DE CHARGES ET SURCHARGES
Charges permanentes:
Couverture
Plancher/Cloison
Surcharge d'exploitation:
Permanente
20%
Surcharge de neige:
Region de neige
Surcharge de vent:
Région de vent

:
:
:

0.300
0.550

0.300

Plafond haut
Plafond bas
Temporaire

80%

:
:
:

0.200
0.200

1.200

:

A1

Altitude

:

:

II

Nature du Site

: Normal

Combinaisons de charges vérifiées:
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas

1:
2:
3:
4:
5:
7:
11:
13:
15:
16:
17:
18:
19:
20:
21:
22:
23:
24:
25:

Charges Permanentes + Neige Normale (Cas 1)
Charges Perm. + Charges d'Exploitation Maj. 20% (Cas 1bis)
Charges Permanentes + 1kN Arba (Cas 2)
Charges Permanentes + Neige + 1kN Entrait (Cas 2bis)
Vent Normal G->D Depression Interne (Cas 3)
Vent Normal D->G Depression Interne (Cas 3)
Charges Permanentes + Neige Extreme (Cas 4)
Vent Extreme G->D Surpression Interne (Cas 5)
Vent Extreme D->G Surpression Interne (Cas 5)
Vent Extreme Parallele Surpression Interne (Cas 5bis)
Charges Permanentes + 1kN Arba (Cas 2) (1)
Charges Permanentes + 1kN Arba (Cas 2) (2)
Charges Permanentes + 1kN Arba (Cas 2) (3)
Charges Permanentes + 1kN Arba (Cas 2) (4)
Charges Permanentes + 1kN Arba (Cas 2) (5)
Charges Permanentes + 1kN Arba (Cas 2) (6)
Charges Permanentes + 1kN Arba (Cas 2) (7)
Charges Permanentes + 1kN Arba (Cas 2) (8)
Charges Permanentes + 1kN Arba (Cas 2) (9)

Reactions d'appuis par Cas de Charges
Cas
Charge
1
1
1
2
2
2
3
4
5
5
5
7
7
7
11
13
15
16
17
18
19
20
21
22
23
24
25

Nom

Appui
Verti
(kN)
10.643
6.179
4.464
8.752
4.038
4.714
5.903
2.999
7.807
5.876
1.931
7.426
5.876
1.551
14.109
6.519
6.384
2.540
5.165
5.013
5.013
4.882
4.737
4.605
4.605
4.449
4.314

TOTAL
perm
temps
TOTAL
perm
temps
TOTAL
TOTAL
TOTAL
perm
temps
TOTAL
perm
temps
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL

1
Horiz
(kN)
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
-0.496
0.000
-0.496
0.496
0.000
0.496
0.000
-0.931
0.973
0.028
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

Appui
Verti
(kN)
11.477
6.754
4.723
9.863
4.973
4.890
6.255
3.700
7.334
5.232
2.102
7.277
5.232
2.044
15.176
6.385
5.806
2.734
5.642
5.794
5.794
5.925
6.070
6.202
6.202
6.359
6.493

20
Horiz
(kN)
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

RESULTATS DE CALCUL
Cas de Charge 1: Coef =1.00 Charges Permanentes + Neige Normale (Cas 1)
Charges Uniformes
Barre
Arbalétrier
T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10
Page 17/77

---Debut Barre--Vert.
Horiz.
-0.467
-0.467
-0.467
-0.639
-0.467
-0.470
-0.468
-0.464
-0.637

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

----Fin Barre---Vert.
Horiz.
-0.467
-0.467
-0.467
-0.639
-0.467
-0.470
-0.468
-0.464
-0.637

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

200 m

Etude : 1553286A - FP2
T4 10-11
-0.464
T4 11-12
-0.464
Entrait
B1 13-14
-0.199
B1 14-15
-0.199
B1 15-16
-1.470
B3 16-17
-1.470
B3 17-18
-0.199
B3 18-19
-0.199
K2 6-8
-0.018
WOH2 20-12
-0.183
Fiches
Intérieur
K1 5-9
-0.124

MiTek Industries S.A.
0.000
0.000

-0.464
-0.464

0.000
0.000

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

-0.199
-0.199
-1.470
-1.470
-0.199
-0.199
-0.018
-0.183

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

0.000

-0.124

0.000

Charges Ponctuelles
Noeud
J5
J9
J17
J33

X
(mm)
2792
6168
6779
1134

Y
(mm)
2891
2891
124
124

Vert.
(kN)
-0.768
-0.725
-3.649
-4.435

Horiz.
(kN)
0.000
0.000
0.000
0.000

Moment
(kNm)
0.000
0.000
0.000
0.000

Fermes Portées

AJ2
AJ1

Efforts/Moments aux Extremites
------ Debut de Barre ----Effort
Effort
Moment
Tranch.
Normal
(kN)
(kN)
(kNm)
Arbalétrier
T1 1-2
T1 2-3

8.153
-1.399

-6.841
1.174

0.000
-1.892

------- Fin de Barre
Effort
Effort
Tranch.
Normal
(kN)
(kN)
-8.089
1.698

-6.787
1.425

-----Moment
(kNm)
1.892
0.203

T1 3-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10
T4 10-11
T4 11-12
EV1 14-2
EV2 18-20
EV2 20-11
Entrait
B1 13-14
B1 14-15
B1 15-16
B3 16-17
B3 17-18
B3 18-19
K2 6-8
WOH2 20-12
Fiches
W2 3-15
W3 17-11
W5 14-3
Intérieur
K1 5-9
Z1 15-4
Z2 17-10

Créé le lundi 16 novembre 2015
-----Moment

------ Debut de Barre ----Effort
Effort
Moment
Tranch.
Normal
(kN)
(kN)
(kNm)
1.332
-10.590
-0.203
-3.282
-6.785
-2.043
1.274
0.479
0.753
0.210
-0.397
-0.005
-0.003
-0.219
0.000
-1.319
0.441
0.341
3.393
-6.687
1.239
-0.870
-10.203
-1.409
0.656
-0.038
0.567
0.000
12.386
0.000
0.729
-2.370
0.000
-0.367
-13.853
-0.266

------- Fin de Barre
Effort
Effort
Tranch.
Normal
(kN)
(kN)
-0.875
-10.207
3.575
-6.526
-1.099
0.626
0.217
-0.029
0.428
-0.585
1.493
0.295
-3.102
-6.944
1.354
-10.609
-0.350
-0.295
0.000
12.386
-0.729
-2.370
0.367
-13.853

(kNm)
2.043
-0.753
0.005
0.000
-0.341
-1.239
1.409
-0.567
0.000
0.000
0.266
0.000

0.000
2.334
2.669
-2.870
2.733
0.014
0.022
0.078

0.000
7.262
7.257
7.257
0.323
0.000
1.350
0.451

0.000
0.001
0.156
0.536
3.418
0.001
0.000
0.000

0.014
2.521
2.870
4.088
-2.472
0.000
0.022
0.078

0.000
7.262
7.257
7.257
0.323
0.000
1.350
0.451

-0.001
-0.156
-0.536
-3.418
-0.001
0.000
0.000
0.000

0.000
0.000
0.000

-0.007
8.865
-12.390

0.000
0.000
0.000

0.000
0.000
0.000

-0.007
8.865
-12.390

0.000
0.000
0.000

0.209
0.000
0.000

-8.443
5.195
4.947

0.000
0.000
0.000

0.209
0.000
0.000

-8.443
5.195
4.947

0.000
0.000
0.000

Verification des Contraintes pour le cas de charge 1
Barres Externes:
Barre

--Section-BxH Cat.

T1 1-2
36x197 C24 +
T1 1-2
36x197 C24
T1 2-3
36x197 C24 +
T1 2-3
36x197 C24
T1 3-4
36x197 C24 +
T1 3-4
36x197 C24
T1 4-5
36x197 C24 +
T1 4-5
36x197 C24
T1 5-6
36x197 C24 +
T1 5-6
36x112 C24 +
T1 5-6
36x197 C24
T2 6-7
36x112 C24
T3 7-8
36x112 C24
T4 8-9
36x197 C24 +
T4 8-9
36x112 C24 +
T4 8-9
36x197 C24
T4 9-10
36x197 C24 +
T4 9-10
36x197 C24
T4 10-11
36x197 C24 +
T4 10-11
36x197 C24
T4 11-12
36x197 C24 +
T4 11-12
36x197 C24
EV1 14-2
36x97 C24
EV2 18-20
36x97 C24
B1 13-14
36x247 C24 +
B1 13-14
36x247 C24
B1 14-15
36x247 C24 +
B1 14-15
36x247 C24
B1 15-17
36x247 C24 +
B1 15-17
36x247 C24
B3 17-18
36x247 C24 +
B3 17-18
36x247 C24
B3 18-19
36x247 C24 +
B3 18-19
36x247 C24
K2 6-8
36x97 C24
WOH2 20-12
36x246 C24
Barres Internes:
Barre
--Section-BxH Cat.
K1 5-9
Z1 15-4
Page 18/77

36x147 C24
36x97 C24

--- Maximum --Effort
Moment
(kN)
(kNm)
-3.396
0.852

--Plan Ferme -K
Taux
1.000

1.000

0.383

0.446

1.000

0.446

0.397

1.000

0.397

0.111
0.349
0.220

0.806
0.806

0.112
0.352

1.000

0.277

1.000

0.277

1.000

0.320

1.000

0.320

1.000

0.097

1.000

0.097

0.600

0.869

-5.123

0.947

1.000

-3.379

0.887

1.000

0.287

-0.390

-0.216
-0.548
0.180

0.087
-0.276
-0.665

0.980
0.980

-3.459

0.577

-5.122

0.625

-0.032

-0.247

0.383
0.352

0.133

12.386
-2.370
0.000

0.000
0.240
-0.000

3.631

1.187

0.358

3.628

1.133

0.344

0.161

-1.530

0.383

0.000

-0.000

1.350
0.451

1.000

0.013
0.017

--- Maximum --Effort
Moment
(kN)
(kNm)
-8.443
0.177
5.195
0.000

---Plan Perp--Signal
K
Taux ATF

0.546
0.457

1.000

0.457

0.080
0.012
--Plan Ferme -K
Taux
0.490

0.467
0.229

1

---Plan Perp--Signal
K
Taux ATF
0.264

0.759

2

Etude : 1553286A - FP2
Z2 17-10
36x97 C24
EV2 20-11
36x219 C24
W2 3-15
36x72 C24
W3 17-11
36x72 C24
W5 14-3
36x97 C24
Noeuds:
Noeud
--Section-BxH Cat.
J1
J1
J2
J2
J3
J3
J4
J4
J5
J5
J6
J7
J7
J8
J9
J9
J10
J10
J11
J11
J12
J12
J18
J20
J14
J14
J15
J15
J17
J17
J18
J18

T1 1-2
T1 1-2
T1 1-2
T1 1-2
T1 3-4
T1 3-4
T1 3-4
T1 3-4
T1 4-5
T1 4-5
T2 6-7
T2 6-7
T3 7-8
T3 7-8
T4 9-10
T4 9-10
T4 10-11
T4 10-11
T4 10-11
T4 10-11
T4 11-12
T4 11-12
EV2 18-20
EV2 18-20
B1 14-15
B1 14-15
B1 15-17
B1 15-17
B1 15-17
B1 15-17
B3 17-18
B3 17-18

36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x112
36x112
36x112
36x112
36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x97
36x97
36x247
36x247
36x247
36x247
36x247
36x247
36x247
36x247

C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24

4.947
-13.853
-0.007
8.865
-12.390

+

0.000
0.240
0.000
0.000
0.000

0.839

--- Maximum --Effort
Moment
(kN)
(kNm)
-3.418
0.095

MiTek Industries S.A.
Noeud

0.218
0.261
0.001
0.526
0.445

1.000
0.452

0.613
0.090

0.377
0.003

0.627

0.596

--Plan Ferme -K
Taux

1

---Plan Perp--Signal
K
Taux ATF

1.000

0.088

1.000

0.088

1

J19
J19
J6
J8
J20
J12
J5
J9
J20
J11

--Section-BxH Cat.

B3 18-19 36x247 C24 +
B3 18-19 36x247 C24
K2 6-8
36x97 C24
K2 6-8
36x97 C24
WOH2 20-12 36x246 C24
WOH2 20-12 36x246 C24
K1 5-9
36x147 C24
K1 5-9
36x147 C24
EV2 20-11 36x219 C24
EV2 20-11 36x219 C24

--- Maximum --Effort
Moment
(kN)
(kNm)
0.000
0.000
1.350
1.350
0.451
0.451
-8.443
-8.443
-13.853
-13.853

--Plan Ferme -K
Taux

1

0.005
0.005
0.006
0.006
0.064
1.000
0.064
1.000
0.266
1.000
0.027
1.000

+

-3.394

0.946

1.000

0.420

1.000

0.420

1

+

-5.276

0.211

1.000

0.161

1.000

0.161

1

Reactions d'appuis

+

-5.103

1.022

1.000

0.475

1.000

0.475

1

Noeud
Appui

+

-3.263

-0.376

1.000

0.195

1.000

0.195

1

J1
J20

0.035
0.031
-0.004
-0.341
-0.620

1.000
1.000
1.000
1.000
1.000

0.052
0.039
0.011
0.427
0.292

1.000
1.000
1.000
1.000
1.000

0.052
0.039
0.011
0.427
0.292

1
1
1
1
1

Verifications des Deformations pour le cas de charge 1
Fleche Locale

+

-0.360
-0.066
-0.255
-0.585
-3.343

+

-5.101

0.705

1.000

0.351

1.000

0.351

1

+

-5.304

-0.283

1.000

0.189

1.000

0.189

1

+

-0.135

-0.021

1.000

0.010

1.000

0.010

1

+

-2.370
-2.370
3.631

0.027
0.266
0.244

1.000
1.000

0.114
0.500
0.123

1.000
1.000

0.114
0.500

1
1

+

3.628

0.458

0.176

1

+

3.628

-1.709

0.487

1

+

0.161

-0.163

0.043

1

1

----- Reaction -----Verti
Horiz
(kN)
(kN)
10.643
0.000
11.477
0.000

Barre
Debut-Fin
T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10
T4 10-11
T4 11-12
B1 13-14
B1 14-15
B1 15-16
B3 16-17
B3 17-18
B3 18-19
K2 6-8
WOH2 20-12
K1 5-9
Z2 17-10

----- Largeur -----Réelle
Néc.
(mm)
(mm)
220
88
220
139

---------- Panneau -----------Reelle-----Admiss.-Fleche Ratio
Fleche Ratio
-0.02 L/999
0.78 L/300
-0.36 L/999
3.64 L/300
-0.90 L/999
5.56 L/300
-0.14 L/999
2.04 L/400
0.05 L/999
2.13 L/300
-1.06 L/999
5.27 L/300
1.10 L/999
5.27 L/300
0.11 L/999
2.13 L/300
0.07 L/999
2.04 L/400
-0.50 L/999
5.92 L/300
0.09 L/999
3.76 L/300
0.00 L/999
1.00 L/400
-1.16 L/999
5.28 L/400
-4.68 L/981
11.49 L/400
-4.68 L/981
11.49 L/400
0.54 L/999
3.28 L/400
0.00 L/999
1.00 L/400
-0.43 L/999
7.99 L/300
-0.00 L/999
2.13 L/400
-3.30 L/999
8.44 L/400
0.00 L/999
7.42 L/300

Créé le lundi 16 novembre 2015
---Plan Perp--Signal
K
Taux ATF

0.067
0.067
0.009
0.009
0.213
1.000
0.213
1.000
0.269
1.000
0.193
1.000

J1
J2
J3
J4
J5
J6
J7
J8
J9
J10
J11
J12
J13
J14
J15
J17
J18
J19
J20

---- Deplacement ----X
Y
Rotation
0.000
0.000
0.000
1.243 -1.512
0.000
5.296 -6.322 -0.006
7.877 -9.642 -0.004
6.652 -8.333
0.001
5.791 -7.303
0.002
1.654 -2.528
0.002
6.010
2.568
0.000
5.287
1.704 -0.001
3.728
0.019 -0.002
3.317 -0.211 -0.002
2.865 -0.746
0.000
1.441 -1.526
0.000
1.441 -1.927
0.000
1.552 -10.463 -0.005
1.794 -0.761 -0.002
1.796
0.222
0.002
1.796
0.203 -0.000
2.854
0.000 -0.001

--------- Segment ------------Reelle-----Admiss.-Fleche Ratio
Fleche Ratio
-1.84 L/999
20.09 L/300
-7.59 L/794
20.09 L/300
-11.01 L/547
20.09 L/300
-10.96 L/550
20.09 L/300
-8.77 L/687
20.09 L/300
-7.10 L/848
20.09 L/300
6.16 L/964
19.80 L/300
6.11 L/971
19.80 L/300
4.83 L/999
19.80 L/300
2.17 L/999
19.80 L/300
1.09 L/999
19.80 L/300
-0.42 L/999
16.32 L/500
-9.40 L/868
16.32 L/500
-10.95 L/745
16.32 L/500
-10.95 L/745
16.32 L/500
-0.67 L/999
16.32 L/500
0.03 L/999
16.32 L/500
0.00 L/999
4.79 L/500
-0.00 L/999
4.25 L/200
-0.97 L/999
6.75 L/500
0.00 L/999
4.45 L/500

------ Admissible
X
Y
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000
5.000
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525

----Ratio
L/500
L/500
L/500
L/500
L/500
L/500
L/500
L/500
L/500
L/500
L/500
L/200
L/500
L/500
L/500
L/500
L/500
L/500
L/500

Signal

Cas de Charge 11: Coef =1.50 Charges Permanentes + Neige Extreme (Cas 4)
Charges Uniformes
Barre
Arbalétrier
T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
Page 19/77

---Debut Barre--Vert.
Horiz.
-0.607
-0.607
-0.607
-0.797
-0.607
-0.611
-0.608

0.000
0.000
0.000
0.000
0.000
0.000
0.000

----Fin Barre---Vert.
Horiz.
-0.607
-0.607
-0.607
-0.797
-0.607
-0.611
-0.608

1
1
0.213 1
0.213 1
0.269 1
0.193 1

----------- Hauteur ----------Réelle
Néc.
Taux
(mm)
(mm)
Cis.
197
154
0.78
247
3
0.01

Flèche Globale
Noeud

1
1

0.000
0.000
0.000
0.000
0.000
0.000
0.000

Signal

Signal

Etude : 1553286A - FP2
T4 8-9
-0.604
T4 9-10
-0.794
T4 10-11
-0.604
T4 11-12
-0.604
Entrait
B1 13-14
-0.219
B1 14-15
-0.219
B1 15-16
-2.004
B3 16-17
-2.004
B3 17-18
-0.219
B3 18-19
-0.219
K2 6-8
-0.020
WOH2 20-12
-0.202
Fiches
Intérieur
K1 5-9
-0.136

MiTek Industries S.A.
0.000
0.000
0.000
0.000

-0.604
-0.794
-0.604
-0.604

0.000
0.000
0.000
0.000

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

-0.219
-0.219
-2.004
-2.004
-0.219
-0.219
-0.020
-0.202

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

0.000

-0.136

0.000

Charges Ponctuelles
Noeud
J5
J9
J17
J33

X
(mm)
2792
6168
6779
1134

Y
(mm)
2891
2891
124
124

Vert.
(kN)
-0.969
-0.914
-4.964
-6.014

Horiz.
(kN)
0.000
0.000
0.000
0.000

Moment
(kNm)
0.000
0.000
0.000
0.000

Fermes Portées

AJ2
AJ1

Efforts/Moments aux Extremites
------ Debut de Barre ----Effort
Effort
Moment
Tranch.
Normal
(kN)
(kN)
(kNm)
Arbalétrier
T1 1-2
T1 2-3
T1 3-4

10.809
-1.858
1.787

-9.069
1.559
-14.089

0.000
-2.509
-0.271

------- Fin de Barre
Effort
Effort
Tranch.
Normal
(kN)
(kN)
-10.726
2.246
-1.194

-9.000
1.884
-13.591

-----Moment
(kNm)
2.509
0.271
2.757

T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10
T4 10-11
T4 11-12
EV1 14-2
EV2 18-20
EV2 20-11
Entrait
B1 13-14
B1 14-15
B1 15-16
B3 16-17
B3 17-18
B3 18-19
K2 6-8
WOH2 20-12
Fiches
W2 3-15
W3 17-11
W5 14-3
Intérieur
K1 5-9
Z1 15-4
Z2 17-10

Créé le lundi 16 novembre 2015
-----Moment

------ Debut de Barre ----Effort
Effort
Moment
Tranch.
Normal
(kN)
(kN)
(kNm)
-4.481
-8.912
-2.757
1.755
0.749
1.045
0.275
-0.511
-0.004
-0.008
-0.281
0.000
-1.816
0.699
0.449
4.606
-8.801
1.681
-1.191
-13.589
-1.927
0.865
-0.086
0.749
0.000
16.426
0.000
0.989
-3.195
0.000
-0.498
-18.400
-0.361

------- Fin de Barre
Effort
Effort
Tranch.
Normal
(kN)
(kN)
4.845
-8.590
-1.528
0.940
0.279
-0.034
0.559
-0.757
2.042
0.509
-4.243
-9.122
1.821
-14.117
-0.465
-0.421
0.000
16.426
-0.989
-3.195
0.498
-18.400

(kNm)
-1.045
0.004
0.000
-0.449
-1.681
1.927
-0.749
0.000
0.000
0.361
0.000

0.000
3.064
3.681
-3.870
3.618
0.015
0.024
0.086

0.000
9.656
9.644
9.644
0.441
0.000
1.910
0.622

0.000
0.001
0.311
0.668
4.562
0.001
0.000
0.000

0.015
3.411
3.870
5.530
-3.331
0.000
0.024
0.086

0.000
9.656
9.644
9.644
0.441
0.000
1.910
0.622

-0.001
-0.311
-0.668
-4.562
-0.001
0.000
0.000
0.000

0.000
0.000
0.000

-0.015
11.766
-16.473

0.000
0.000
0.000

0.000
0.000
0.000

-0.015
11.766
-16.473

0.000
0.000
0.000

0.230
0.000
0.000

-11.347
7.102
6.782

0.000
0.000
0.000

0.230
0.000
0.000

-11.347
7.102
6.782

0.000
0.000
0.000

Verification des Contraintes pour le cas de charge 11
Barres Externes:
Barre

--Section-BxH Cat.

T1 1-2
36x197 C24 +
T1 1-2
36x197 C24
T1 2-3
36x197 C24 +
T1 2-3
36x197 C24
T1 3-4
36x197 C24 +
T1 3-4
36x197 C24
T1 4-5
36x197 C24 +
T1 4-5
36x197 C24
T1 5-6
36x197 C24 +
T1 5-6
36x112 C24 +
T1 5-6
36x197 C24
T2 6-7
36x112 C24
T3 7-8
36x112 C24
T4 8-9
36x197 C24 +
T4 8-9
36x112 C24 +
T4 8-9
36x197 C24
T4 9-10
36x197 C24 +
T4 9-10
36x197 C24
T4 10-11
36x197 C24 +
T4 10-11
36x197 C24
T4 11-12
36x197 C24 +
T4 11-12
36x197 C24
EV1 14-2
36x97 C24
EV2 18-20
36x97 C24
B1 13-14
36x247 C24 +
B1 13-14
36x247 C24
B1 14-15
36x247 C24 +
B1 14-15
36x247 C24
B1 15-17
36x247 C24 +
B1 15-17
36x247 C24
B3 17-18
36x247 C24 +
B3 17-18
36x247 C24
B3 18-19
36x247 C24 +
B3 18-19
36x247 C24
K2 6-8
36x97 C24
WOH2 20-12
36x246 C24
Barres Internes:
Barre
--Section-BxH Cat.
K1 5-9
Z1 15-4
Z2 17-10
Page 20/77

36x147 C24
36x97 C24
36x97 C24

--- Maximum --Effort
Moment
(kN)
(kNm)
-4.503
1.129

--Plan Ferme -K
Taux
1.000

1.000

0.339

0.400

1.000

0.400

0.355

1.000

0.355

0.095
0.306
0.200

0.806
0.806

0.096
0.309

1.000

0.251

1.000

0.251

1.000

0.290

1.000

0.290

1.000

0.086

1.000

0.086

0.796

1.152

-6.820

1.277

1.000

-4.440

1.195

1.000

0.447

-0.543

-0.274
-0.709
0.307

0.111
-0.364
-0.901

0.980
0.980

-4.545

0.790

-6.821

0.855

-0.060

-0.327

0.339
0.311

0.124

16.426
-3.195
0.000

0.000
0.325
-0.000

4.828

1.571

0.316

4.822

1.535

0.310

0.221

-2.044

0.341

0.000

-0.000

1.910
0.622

1.000

0.014
0.018

--- Maximum --Effort
Moment
(kN)
(kNm)
-11.347
0.194
7.102
0.000
6.782
0.000

---Plan Perp--Signal
K
Taux ATF

0.482
0.413

1.000

0.413

0.071
0.010
--Plan Ferme -K
Taux
0.490

0.398
0.209
0.199

1

---Plan Perp--Signal
K
Taux ATF
0.264

0.660

2

Etude : 1553286A - FP2
EV2 20-11
36x219 C24
W2 3-15
36x72 C24
W3 17-11
36x72 C24
W5 14-3
36x97 C24
Noeuds:
Noeud
--Section-BxH Cat.
J1
J1
J2
J2
J3
J3
J4
J4
J5
J5
J6
J7
J7
J8
J9
J9
J10
J10
J11
J11
J12
J12
J18
J20
J14
J14
J15
J15
J17
J17
J18
J18
J19
J19

T1 1-2
T1 1-2
T1 1-2
T1 1-2
T1 3-4
T1 3-4
T1 3-4
T1 3-4
T1 4-5
T1 4-5
T2 6-7
T2 6-7
T3 7-8
T3 7-8
T4 9-10
T4 9-10
T4 10-11
T4 10-11
T4 10-11
T4 10-11
T4 11-12
T4 11-12
EV2 18-20
EV2 18-20
B1 14-15
B1 14-15
B1 15-17
B1 15-17
B1 15-17
B1 15-17
B3 17-18
B3 17-18
B3 18-19
B3 18-19

36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x112
36x112
36x112
36x112
36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x97
36x97
36x247
36x247
36x247
36x247
36x247
36x247
36x247
36x247
36x247
36x247

C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24

-18.400
-0.015
11.766
-16.473

+

0.325
0.000
0.000
0.000

1.000
0.452
0.839

0.232
0.001
0.466
0.394

--- Maximum --Effort
Moment
(kN)
(kNm)
-4.531
0.126

0.613
0.090

0.335
0.005

0.627

0.528

--Plan Ferme -K
Taux

MiTek Industries S.A.
Noeud

1

---Plan Perp--Signal
K
Taux ATF

1.000

0.078

1.000

0.078

1

+

-4.500

1.254

1.000

0.371

1.000

0.371

1

+

-7.020

0.282

1.000

0.143

1.000

0.143

1

+

-6.796

1.379

1.000

0.426

1.000

0.426

1

+

-4.295

-0.523

1.000

0.179

1.000

0.179

1

+

-0.464
-0.081
-0.329
-0.757
-4.401

0.043
0.040
-0.006
-0.449
-0.840

1.000
1.000
1.000
1.000
1.000

0.042
0.033
0.010
0.374
0.262

1.000
1.000
1.000
1.000
1.000

0.042
0.033
0.010
0.374
0.262

1
1
1
1
1

+

-6.794

0.964

1.000

0.318

1.000

0.318

1

+

-7.059

-0.375

1.000

0.167

1.000

0.167

1

+

-0.194

-0.027

1.000

0.009

1.000

0.009

1

J6
J8
J20
J12
J5
J9
J20
J11

--Section-BxH Cat.

--- Maximum ----Plan Ferme -Effort
Moment
K
Taux
(kN)
(kNm)
1.910
0.005
0.062
1.910
0.005
0.062
0.622
0.007
0.008
0.622
0.007
0.008
-11.347
0.070
1.000
0.183
-11.347
0.070
1.000
0.183
-18.400
0.361
1.000
0.240
-18.400
0.036
1.000
0.171

K2 6-8
36x97 C24
K2 6-8
36x97 C24
WOH2 20-12 36x246 C24
WOH2 20-12 36x246 C24
K1 5-9
36x147 C24
K1 5-9
36x147 C24
EV2 20-11 36x219 C24
EV2 20-11 36x219 C24

Créé le lundi 16 novembre 2015
---Plan Perp--Signal
K
Taux ATF
1
1
1
1
1.000
1.000
1.000
1.000

0.183 1
0.183 1
0.240 1
0.171 1

Reactions d'appuis

1.000
1.000

0.103
0.452
0.109

1.000
1.000

Noeud
Appui
J1
J20

----- Reaction -----Verti
Horiz
(kN)
(kN)
14.109
0.000
15.176
0.000

----- Largeur -----Réelle
Néc.
(mm)
(mm)
220
74
220
122

----------- Hauteur ----------Réelle
Néc.
Taux
(mm)
(mm)
Cis.
197
136
0.69
247
2
0.01

Signal

RESUME DU CALCUL
Contraintes

+

-3.195
-3.195
4.828

0.036
0.361
0.321

0.103
0.452

+

4.822

0.585

0.152

1

+

4.822

-2.281

0.433

1

+

0.221

-0.220

0.039

1

+

0.000

0.000

Barre

1
1
1

1

-Section- Cas Effort
BxH Cat.
(kN)
36x197 C24 + 1
-3.396
36x197 C24
36x197 C24 + 1
0.600
36x197 C24
36x197 C24 + 1
-5.123
36x197 C24
36x197 C24 + 1
-3.379
36x197 C24
36x197 C24 + 1
0.287
36x112 C24 +
36x197 C24
36x112 C24
20
-0.733
36x112 C24
5
-0.532
36x197 C24 + 1
0.180
36x112 C24 +
36x197 C24
36x197 C24 + 1
-3.459
36x197 C24
36x197 C24 + 1
-5.122
36x197 C24
36x197 C24 + 1
-0.032
36x197 C24
36x97 C24
1
12.386
36x97 C24
1
-2.370
36x219 C24
1 -13.853
36x247 C24 + 1
0.000
36x247 C24
36x247 C24 + 1
3.631
36x247 C24
36x247 C24 + 2
3.260
36x247 C24
36x247 C24 + 5
2.785
36x247 C24
36x247 C24 + 5
0.044
36x247 C24
36x247 C24 + 1
0.000
36x247 C24
36x97 C24
2
1.373
36x246 C24
1
0.451
36x72 C24
17
-0.361
36x72 C24
1
8.865
36x97 C24
1 -12.390
36x147 C24
1
-8.443
36x97 C24
1
5.195
36x97 C24
1
4.947

T1 1-2
T1 1-2
T1 2-3
T1 2-3
T1 3-4
T1 3-4
T1 4-5
T1 4-5
T1 5-6
T1 5-6
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 8-9
T4 8-9
T4 9-10
T4 9-10
T4 10-11
T4 10-11
T4 11-12
T4 11-12
EV1 14-2
EV2 18-20
EV2 20-11
B1 13-14
B1 13-14
B1 14-15
B1 14-15
B1 15-16
B1 15-16
B3 16-17
B3 16-17
B3 17-18
B3 17-18
B3 18-19
B3 18-19
K2 6-8
WOH2 20-12
W2 3-15
W3 17-11
W5 14-3
K1 5-9
Z1 15-4
Z2 17-10
Noeuds:
Noeud
--Section-BxH Cat.
J1
J1
J2
J2
J3
J3
J4
J4
J5
Page 21/77

T1
T1
T1
T1
T1
T1
T1
T1
T1

1-2
1-2
1-2
1-2
3-4
3-4
3-4
3-4
4-5

36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x197

C24
C24
C24
C24
C24
C24
C24
C24
C24

Moment
(kNm)
0.852

Taux
Max.
0.383

Taux
Cis.
0.784

0.869

0.352

0.149

0.947

0.446

0.106

0.887

0.397

0.330

-0.390

0.133

0.123

0.306
-0.351
-0.665

0.281
0.441
0.220

0.103
0.087
0.144

0.577

0.277

0.312

0.625

0.320

0.107

-0.247

0.097

0.063

0.000
0.240
0.240
0.000

0.546
0.457
0.377
0.000

0.000
0.285
0.064
0.001

1.187

0.358

0.179

1.247

0.366

0.241

-1.289

0.368

0.346

-2.017

0.502

0.273

-0.000

0.000

0.001

0.013
0.017
0.000
0.000
0.000
0.177
0.000
0.000

0.081
0.012
0.117
0.526
0.596
0.759
0.229
0.218

0.000
0.012
0.000
0.000
0.000
0.040
0.000
0.000

ATF

Signal

1

1
2

Cas ---- Maximum ---- ---Plan (yy)--- ---Plan (xx)--Signal
Effort
Moment
K
Taux
K
Taux ATF
(kN)
(kNm)
+ 1
-3.418
0.095
1.000
0.088
1.000
0.088 1
+

1

-3.394

0.946

1.000

0.420

1.000

0.420

1

+

1

-5.276

0.211

1.000

0.161

1.000

0.161

1

+

1

-5.103

1.022

1.000

0.475

1.000

0.475

1

+

1

-3.263

-0.376

1.000

0.195

1.000

0.195

1

Etude : 1553286A - FP2
J5 T1 4-5
36x197 C24
J6 T2 6-7
36x112 C24
J7 T2 6-7
36x112 C24
J7 T3 7-8
36x112 C24
J8 T3 7-8
36x112 C24
J9 T4 9-10 36x197 C24 +
J9 T4 9-10 36x197 C24
J10 T4 10-11 36x197 C24 +
J10 T4 10-11 36x197 C24
J11 T4 10-11 36x197 C24 +
J11 T4 10-11 36x197 C24
J12 T4 11-12 36x197 C24 +
J12 T4 11-12 36x197 C24
J18 EV2 18-20 36x97 C24
J19 B3 18-19 36x247 C24 +
J19 B3 18-19 36x247 C24
J6 K2 6-8
36x97 C24
J8 K2 6-8
36x97 C24
J20 WOH2 20-12 36x246 C24
J12 WOH2 20-12 36x246 C24
J5 K1 5-9
36x147 C24
J9 K1 5-9
36x147 C24
J20 EV2 20-11 36x219 C24
J11 EV2 20-11 36x219 C24

MiTek Industries S.A.

Créé le lundi 16 novembre 2015

Deformations
5
5
5
1
1

-0.162
0.085
-0.334
-0.585
-3.343

1
1
1
1

0.176
0.049
-0.027
-0.341
-0.620

1.000

1.000

0.217

1.000
1.000
1.000

0.217
0.062
0.042
0.427
0.292

1.000
1.000
1.000

0.042
0.427
0.292

1
1
1
1
1

-5.101
-5.304

0.705

1.000

0.351

1.000

0.351

1

-0.283

1.000

0.189

1.000

0.189

-0.135

-0.021

1

1.000

0.010

1.000

0.010

1

-2.370
0.000

1
2
2
1
1
1
1
1
1

1.373
1.373
0.451
0.451
-8.443
-8.443
-13.853
-13.853

0.027
0.000

1.000

0.005
0.005
0.006
0.006
0.064
1.000
0.064
1.000
0.266
1.000
0.027
1.000

0.114

1.000

0.114

Barre

1
1

0.068
0.068
0.009
0.009
0.213
1.000
0.213
1.000
0.269
1.000
0.193
1.000

1
1
1
1
0.213 1
0.213 1
0.269 1
0.193 1

Reactions d'appuis
-------------Normale------------Deformation
Noeud
vert.
soul.
horz.
J1
10.643(1)
0.496(7)
J20
11.477(1)
0.000(5)
Noeud
Largeur
Hauteur
Signal
min. (mm)
min. (mm)
J1
88
154
J20
139
6

------------Extreme-------------vert.
14.109(11)
15.176(11)

soul.

horz.
0.973(15)
0.000(11)

Permanente
vert.
6.179
6.754

vert.
10.643
11.477

T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10
T4 10-11
T4 11-12
EV1 14-2
EV2 18-20
EV2 20-11
B1 13-14
B1 14-15
B1 15-16
B3 16-17
B3 17-18
B3 18-19
K2 6-8
WOH2 20-12
W2 3-15
W3 17-11
W5 14-3
K1 5-9
Z1 15-4
Z2 17-10

Panneau
Max.
-0.02(1)
-0.36(1)
-0.90(1)
-0.14(5)
0.05(1)
-1.85(5)
1.82(5)
0.11(1)
0.09(5)
-0.50(1)
0.09(1)
0.00(1)
-0.09(1)
-0.03(1)
0.00(1)
-1.16(1)
-4.68(5)
-4.68(5)
0.70(5)
0.00(1)
-0.43(1)
-0.01(5)
-0.00(5)
-0.00(5)
-0.00(5)
-3.30(1)
0.00(1)
0.00(1)

Segment
Max.
-1.84(1)
-7.59(1)
-12.08(5)
-12.04(5)
-11.24(5)
-10.42(5)
9.54(5)
9.49(5)
4.83(1)
5.36(5)
2.28(5)
0.00(1)
-0.00(7)
0.00(7)
-0.43(5)
-10.18(5)
-11.32(5)
-11.32(5)
1.69(5)
0.16(5)
0.01(5)
-0.00(5)
-0.01(1)
-0.00(5)
0.00(1)
-1.74(7)
0.01(5)
0.00(7)

--- Noeud Debut --X
Y
0.00(1)
0.00(1)
1.24(1)
-1.51(1)
5.30(1)
-6.32(1)
8.72(5) -10.57(5)
8.42(5) -10.30(5)
8.12(5)
-9.93(5)
1.87(5)
-2.70(5)
8.26(5)
4.76(5)
7.41(5)
3.74(5)
5.70(5)
1.87(5)
3.84(5)
-0.21(1)
1.44(1)
-1.93(1)
1.80(1)
0.30(5)
2.85(1)
0.00(1)
1.44(1)
-1.53(1)
1.44(1)
-1.93(1)
1.55(1) -11.13(5)
1.55(1) -11.13(5)
1.79(1)
1.30(5)
1.80(1)
0.30(5)
8.12(5)
-9.93(5)
2.85(1)
0.00(1)
5.30(1)
-6.32(1)
1.79(1)
1.30(5)
1.44(1)
-1.93(1)
8.42(5) -10.30(5)
1.55(1) -11.13(5)
1.79(1)
1.30(5)

--- Noeud Fin --X
Y
1.24(1)
-1.51(1)
5.30(1)
-6.32(1)
8.72(5) -10.57(5)
8.42(5) -10.30(5)
8.12(5)
-9.93(5)
1.87(5)
-2.70(5)
8.26(5)
4.76(5)
7.41(5)
3.74(5)
5.70(5)
1.87(5)
3.84(5)
-0.21(1)
2.87(1)
-1.75(5)
1.24(1)
-1.51(1)
2.85(1)
0.00(1)
3.84(5)
-0.21(1)
1.44(1)
-1.93(1)
1.55(1) -11.13(5)
1.79(1)
1.30(5)
1.79(1)
1.30(5)
1.80(1)
0.30(5)
1.80(1)
0.20(1)
8.26(5)
4.76(5)
2.87(1)
-1.75(5)
1.55(1) -11.13(5)
3.84(5)
-0.21(1)
5.30(1)
-6.32(1)
7.41(5)
3.74(5)
8.72(5) -10.57(5)
5.70(5)
1.87(5)

Signal

Notas importants:
1. Antiflambage:
Lisse d'Antiflambage necessaires aux barres:
W 5-9 , W14-3
La fixation du dispositif d'antiflambage sera réalisé de manière à reprendre par ferme
et par versant un effort perpendiculaire à l'arba F = Effort axial arba/60 = 0.307kN
Cette valeur est à multiplier par le nombre de fermes intéressées par le dispositif.

Remarques:
1.

C'est la responsabilite du client de s'assurer que les donnees
ci-dessus: dimensions, pentes, charges et autres
caracteristiques sont celles demandees par le maitre d'ouvrage.
2. Cette note de calcul propre a chaque element triangule ne
dispense pas de l'execution d'un plan de pose et de
contreventement adapte au batiment etudie.
3. Poids de la Ferme 147.783 - 162.562 Kg
Options de calcul choisies par l'utilisateur :
- Niveau de l'utilisateur: Expert.
- Désactivation de la limite de flèche de 10mm pour les poutres.
- Désactivation de la vérification de la déformation vers le haut pour les extrémités des arba «queue
de vache».
- L'utilisateur a choisi de dimensionner les joints d'aboutage en ne considérant que 50%
des efforts de compression, comformément a DTU 31.3 Annexe C : C6.2.1.1.
- L'utilisateur prend la responsabilité du choix de calculer le joint d'aboutage en entrait porteur
selon la méthode préconisée au paragraphe DTU 31.3 Annexe C : C6.2.3

Informations Plaques
Plaques utilisées:
M20
01.370029v2
1. Les aboutages sont normalement placés entre 10 et 25 % de la longueur du panneau.
2. Tolérance du positionnement = 10 (mm)
3. EM: Effort de manutention: 1.000 kN (second genre).
Noeud
Plaque
Position(x1)
(y1)
(x2)
(y2) (mm)
Jauge
Code
2
M20
0930
8
256
3
M20
1320
87
52
4
M20
0920
3
183
5
M20
0920
0
0
6
M20
0920
159
3
7
M20
1010
51
49
8
M20
0920
159
3
9
M20
0920
0
0
10
M20
0920
3
183
11
M20
1530
5
175
11
M20
1530
5627
5904
12
M20
1320
0
0
14
M20
2025
90
149
15
M20
1325
64
145
16
M20
1025
0
0
16
M20
1025
0
0
Page 22/77

Etude : 1553286A - F2
17
M20
2025
18
M20
0920
20
M20
1325

MiTek Industries S.A.
91
0
91

153
0
142

F2
INFORMATIONS GENERALES
Etude faite par:
CHAMPEAU SA
Avenue de la libération, BP 116
87221 FEYTIAT CEDEX, HAUTE VIENNE, France
Tel : (33) 05.55.31.75.75
Fax : (33) 05.55.31.75.76
Adresse client:
Adresse chantier:
DEPREUX

Les calculs ont pour base technique:
Les documents techniques unifies DTU.
Regles N.V.65 et N 84 (carte de neige)
DTU 31.3 Annexe C(Regles CB71), NF P21.110 etc...
Methode de calcul utilises:
Calcul hyperstatique de structure plane a barres.
Unites utilisees:
mm, deg, MPa
Conventions:
Efforts : Negatif (-) = Compression, Positif (+) = Traction
Reactions: Negatif (-) = Soulevement, Positive (+) = Descente
Caracteristiques des bois:
Categorie de bois
: C24 SE
Module d'elasticite axial : 10000.0
Coefficient de fluage
: 1.5
Densite
: 420.00 Kg/m^3
Contraintes admissibles
:
Flexion
// : 11.00 MPa
Traction
// : 6.50 MPa
Traction
T : 0.20 MPa
Compression // : 9.50 MPa
Compression
T : 2.30 MPa
Cisaillement // : 1.10 MPa
Caracteristiques des connecteurs:
Type de plaque : M20
Réf. PV Essai 01.370029v2
Mardi 31 Mars 2015
© Copyright 2008-2009 MiTek Holdings, Inc. All Rights reserved.

Page 23/77

Créé le lundi 16 novembre 2015

Etude : 1553286A - F2

GEOMETRIE ET MODELE DE LA STRUCTURE
Schema de la Structure

56

7

89
10

4

11

3

12
13

12
21

14
15

16

17

18

19
20

Dimensions du batiment:
Longueur (a)
:
15 m
Largeur (b)
:
8 m
Hauteur totale (H)
:
10 m
Hauteur au faitage (h)
:
10 m
Pente Gauche
: 40.00 deg
Pente Droite
: 40.00 deg
Portee
: 8960 mm
Entraxe des fermes
:
620 mm
Hauteur Hors-tout
: 4407 mm
Longueur Hors-tout
: 9390 mm
Prolonge Gauche Arba.
:
215 mm
Prolonge Droite Arba.
:
215 mm
Entraxe lattes Arba.(*) :
620 mm
Entraxe lattes Entrait(*):
0 mm
(*) - Valeurs de saisie, voir les longueurs de flambement calculees
en 'Caracteristiques des barres.'
Coordonnees des noeuds:
Coordonnees
Liberte
Noeud
X
Y
(mm)
(mm)
Horiz. Vert.
Rot.
J1
-110
428
1
1
0 Appui
J6
3312
3326
0
0
0
J13
9003
483
0
0
0
J8
5648
3326
0
0
0
J4
2807
2903
0
0
0
J7
4480
4334
0
0
0
J10
6153
2903
0
0
0
J14
0
124
0
0
0
J17
5950
124
0
0
0
J16
902
124
0
1
0 Appui
J3
902
1276
0
0
0
J18
6779
124
0
1
0 Appui
J11
6779
2350
0
0
0
J15
69
124
0
0
0
J2
69
577
0
0
0
J19
8092
124
0
0
0
J12
8140
1208
0
0
0
J20
8160
124
0
0
0
J21
8140
483
0
1
0 Appui
J5
3284
3275
0
1
0 Appui
J9
5676
3275
0
1
0 Appui
J22
1087
1435
0
0
0
J23
1985
2201
0
0
0
0=Libre, 1=Fix
Caracteristiques des barres:
Project. Longueur
Conditions
Barre
-------Section-------Longueur
X
Flambage Pente
Extremites
Debut-Fin Pli Coef BxH
Cat
(mm)
(mm)
(mm)
(deg)
Debut-Fin
T1 1-2
1
1.0 36x197 C24
233
179
558
40.00
Pin-Fix
T1 2-3
1
1.0 36x197 C24
1087
833
558
40.00
Fix-Fix
T1 3-22
1
1.0 36x197 C24
244
186
558
40.49
Fix-Pin
T1 22-23
1
1.0
0x0
1180
897
1180
40.49
Pin-Pin
T1 23-4
1
1.0 36x197 C24
1082
823
558
40.49
Pin-Fix
T1 4-5
1
1.0 36x197 C24 +
605
477
558
37.99
Fix-Fix
T1 4-5
36x112 C24
T1 5-6
1
1.0 36x197 C24 +
58
28
558
61.52
Fix-Fix
T1 5-6
36x112 C24
T2 6-7
1
1.0 36x112 C24
1543
1168
558
40.79
Fix-Pin
T3 7-8
1
1.0 36x112 C24
1543
1168
558
-40.79
Pin-Fix
T4 8-9
1
1.0 36x197 C24 +
58
28
558
-61.52
Fix-Fix

MiTek Industries S.A.
T4 8-9
T4 9-10
T4 9-10
T4 10-11
T4 11-12
T4 12-13
EV1 15-2
EV2 19-21
EV2 21-12
B1 14-15
B1 14-15
B1 15-16
B1 15-16
B1 16-17
B1 16-17
B3 17-18
B3 17-18
B3 18-19
B3 18-19
B3 19-20
B3 19-20
K2 6-8
WOH2 21-13
W3 18-12
W5 15-3
K1 4-10
Z1 16-3
Z2 18-11

Page 24/77

Créé le lundi 16 novembre 2015
1

36x112 C24
36x197 C24
36x112 C24
1.0 36x197 C24
1.0 36x197 C24
1.0 36x197 C24
1.0 36x97 C24
1.0 36x97 C24
1.0 36x194 C24
1.0 36x247 C24
36x247 C24
1.0 36x247 C24
36x247 C24
1.0 36x247 C24
36x247 C24
1.0 36x247 C24
36x247 C24
1.0 36x247 C24
36x247 C24
1.0 36x247 C24
36x247 C24
1.0 36x97 C24
1.0 36x246 C24
1.0 36x72 C24
1.0 36x72 C24
1.0 36x172 C24
1.0 36x97 C24
1.0 36x97 C24
1.0

1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1

+

605

477

558

-37.99

Fix-Fix

+

835
1777
1127
454
363
724
69

626
1362
863
454
49
724
69

558
558
558
454
363
724
69

-41.46
-40.00
-40.00
90.00
82.33
90.00
0.00

Fix-Fix
Fix-Fix
Fix-Pin
Pin-Pin
Pin-Fix
Fix-Pin
Pin-Fix

+

833

833

833

0.00

Fix-Fix

+

5049

5049

2939

0.00

Fix-Fix

+

829

829

2939

0.00

Fix-Fix

+

1313

1313

1313

0.00

Fix-Fix

+

69

69

69

0.00

Fix-Pin

0.00
0.00
38.53
54.15
0.00
90.00
90.00

Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin

2337
863
1741
1422
3346
1153
2227

2337
863
1362
833
3346
1153
2227

2337
863
1741
1422
1673
1153
1113

Etude : 1553286A - F2

MiTek Industries S.A.
11
13
15
16
17
18
19
20
21
22
23
24
25

HYPOTHESES DE CHARGES ET SURCHARGES
Charges permanentes:
Couverture
Plancher/Cloison
Surcharge d'exploitation:
Permanente
20%
Surcharge de neige:
Region de neige
Surcharge de vent:
Région de vent

:
:
:

0.300
0.550

0.300

Plafond haut
Plafond bas
Temporaire

80%

:
:
:

0.200
0.200

1.200

:

A1

Altitude

:

200 m

:

II

Nature du Site

: Normal

Combinaisons de charges vérifiées:
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas

1:
2:
3:
4:
5:
7:
11:
13:
15:
16:
17:
18:
19:
20:
21:
22:
23:
24:
25:

Charges Permanentes + Neige Normale (Cas 1)
Charges Perm. + Charges d'Exploitation Maj. 20% (Cas 1bis)
Charges Permanentes + 1kN Arba (Cas 2)
Charges Permanentes + Neige + 1kN Entrait (Cas 2bis)
Vent Normal G->D Depression Interne (Cas 3)
Vent Normal D->G Depression Interne (Cas 3)
Charges Permanentes + Neige Extreme (Cas 4)
Vent Extreme G->D Surpression Interne (Cas 5)
Vent Extreme D->G Surpression Interne (Cas 5)
Vent Extreme Parallele Surpression Interne (Cas 5bis)
Charges Permanentes + 1kN Arba (Cas 2) (1)
Charges Permanentes + 1kN Arba (Cas 2) (2)
Charges Permanentes + 1kN Arba (Cas 2) (3)
Charges Permanentes + 1kN Arba (Cas 2) (4)
Charges Permanentes + 1kN Arba (Cas 2) (5)
Charges Permanentes + 1kN Arba (Cas 2) (6)
Charges Permanentes + 1kN Arba (Cas 2) (7)
Charges Permanentes + 1kN Arba (Cas 2) (8)
Charges Permanentes + 1kN Arba (Cas 2) (9)

1
1
1
2
2
2
3
4
5
5
5
7
7
7
11
13
15
16
17
18
19
20
21
22
23
24
25
Cas
Charge
1
1
1
2
2
2
3
4
5
5
5
7
7
7

Nom

TOTAL
perm
temps
TOTAL
perm
temps
TOTAL
TOTAL
TOTAL
perm
temps
TOTAL
perm
temps
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
Nom

TOTAL
perm
temps
TOTAL
perm
temps
TOTAL
TOTAL
TOTAL
perm
temps
TOTAL
perm
temps

Appui
Verti
(kN)
-3.374
-1.588
-1.786
-3.916
-1.588
-2.328
-3.090
-0.192
-3.390
-1.588
-1.802
-3.472
-1.588
-1.884
-4.633
-2.993
-3.075
-1.341
-3.342
-3.278
-3.278
-3.320
-3.305
-3.311
-3.311
-3.311
-3.329
Appui
Verti
(kN)
1.403
1.059
0.344
1.013
1.059
-0.045
1.034
1.465
1.364
1.059
0.305
0.869
1.059
-0.189

1
Horiz
(kN)
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
-0.447
0.000
-0.447
0.447
0.000
0.447
0.000
-1.127
0.589
-0.359
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
5
Horiz
(kN)
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

Appui
Verti
(kN)
8.572
4.358
4.214
9.486
4.358
5.128
9.097
1.563
8.521
4.358
4.163
8.455
4.358
4.097
11.631
7.018
6.998
3.111
8.538
7.957
7.957
7.965
7.962
7.963
7.963
7.964
7.963
Appui
Verti
(kN)
1.315
0.994
0.322
0.945
0.994
-0.049
0.966
1.382
0.850
0.994
-0.144
1.236
0.994
0.243

16
Horiz
(kN)
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
9
Horiz
(kN)
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

Appui
Verti
(kN)
7.000
3.484
3.516
7.839
3.484
4.354
6.959
1.050
6.438
3.484
2.953
7.541
3.484
4.057
9.531
4.746
6.637
2.239
5.942
6.125
6.125
6.821
6.361
7.085
7.085
7.241
6.253

1.758
0.368
-0.282
-0.213
1.381
1.890
1.890
1.719
1.053
0.870
0.870
0.885
0.901

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

1.648
-0.260
0.344
-0.186
1.308
1.179
1.179
0.807
1.858
1.392
1.392
0.742
0.869

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

RESULTATS DE CALCUL
Cas de Charge 1: Coef =1.00 Charges Permanentes + Neige Normale (Cas 1)
Charges Uniformes
Barre
Arbalétrier
T1 1-2
T1 2-3
T1 3-22
T1 22-23
T1 23-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10

Reactions d'appuis par Cas de Charges
Cas
Charge

Créé le lundi 16 novembre 2015
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL

18
Horiz
(kN)
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

Appui
Verti
(kN)
-1.332
-0.344
-0.988
-1.939
-0.344
-1.595
-1.632
0.847
-1.079
-0.344
-0.735
-2.127
-0.344
-1.783
-1.952
-0.717
-2.965
-0.328
-1.547
-1.593
-1.593
-1.712
-1.648
-1.720
-1.720
-1.242
-0.378

21
Horiz
(kN)
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

Page 25/77

---Debut Barre--Vert.
Horiz.
-0.435
-0.435
-0.600
-0.041
-0.600
-0.427
-0.607
-0.438
-0.437
-0.605
-0.426

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

----Fin Barre---Vert.
Horiz.
-0.435
-0.435
-0.600
-0.041
-0.600
-0.427
-0.607
-0.438
-0.437
-0.605
-0.426

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

Etude : 1553286A - F2
---Debut Barre--Vert.
Horiz.
-0.606
0.000
-0.434
0.000
-0.434
0.000

Barre
T4 10-11
T4 11-12
T4 12-13
Entrait
B1 14-15
B1 15-16
B1 16-17
B3 17-18
B3 18-19
B3 19-20
K2 6-8
WOH2 21-13
Fiches
Intérieur
K1 4-10

MiTek Industries S.A.
B1 14-15
36x247 C24 +
B1 14-15
36x247 C24
B1 15-16
36x247 C24 +
B1 15-16
36x247 C24
B1 16-18
36x247 C24 +
B1 16-18
36x247 C24
B3 18-19
36x247 C24 +
B3 18-19
36x247 C24
B3 19-20
36x247 C24 +
B3 19-20
36x247 C24
K2 6-8
36x97 C24
WOH2 21-13
36x246 C24
Barres Internes:
Barre
--Section-BxH Cat.

----Fin Barre---Vert.
Horiz.
-0.606
0.000
-0.434
0.000
-0.434
0.000

-0.198
-0.198
-1.469
-1.469
-0.198
-0.198
-0.016
-0.178

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

-0.198
-0.198
-1.469
-1.469
-0.198
-0.198
-0.016
-0.178

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

-0.124

0.000

-0.124

0.000

Efforts/Moments aux Extremites
------ Debut de Barre ----Effort
Effort
Moment
Tranch.
Normal
(kN)
(kN)
(kNm)
Arbalétrier
T1 1-2
T1 2-3
T1 3-22
T1 22-23
T1 23-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10
T4 10-11
T4 11-12
T4 12-13
EV1 15-2
EV2 19-21
EV2 21-12
Entrait
B1 14-15
B1 15-16
B1 16-17
B3 17-18
B3 18-19
B3 19-20
K2 6-8
WOH2 21-13
Fiches
W3 18-12
W5 15-3
Intérieur
K1 4-10
Z1 16-3
Z2 18-11

------- Fin de Barre
Effort
Effort
Tranch.
Normal
(kN)
(kN)

-----Moment
(kNm)

-2.585
0.687
0.099
0.014
-0.014
0.127
1.158
0.274
0.154
-1.124
0.007
0.362
0.174
0.214
0.000
0.097
-0.049

2.169
-0.576
-0.230
-0.158
-0.134
1.177
-0.026
-0.507
-0.138
0.036
1.282
0.171
0.001
0.447
-4.348
-2.618
-1.199

0.000
0.609
0.014
0.000
0.000
0.218
0.190
0.123
0.000
0.061
0.126
0.170
-0.013
0.080
0.000
0.000
-0.035

2.644
-0.409
-0.014
0.014
0.389
0.034
-1.150
0.114
0.233
1.132
0.153
-0.078
0.279
0.072
0.000
-0.097
0.049

2.219
-0.343
-0.158
-0.134
0.186
1.302
-0.011
-0.172
-0.472
0.022
1.157
-0.080
-0.379
0.206
-4.348
-2.618
-1.199

-0.609
-0.014
0.000
0.000
-0.218
-0.190
-0.123
0.000
-0.061
-0.126
-0.170
0.013
-0.080
0.000
0.000
0.035
0.000

0.000
-4.515
4.354
-3.063
2.882
0.014
0.019
0.077

0.000
0.111
0.111
0.111
-0.253
0.000
1.211
-0.204

0.000
0.001
3.831
0.571
3.613
0.001
0.000
0.000

0.014
4.681
3.063
4.280
-2.621
0.000
0.019
0.077

0.000
0.111
0.111
0.111
-0.253
0.000
1.211
-0.204

-0.001
-3.831
-0.571
-3.613
-0.001
0.000
0.000
0.000

0.000
0.000

0.466
-0.190

0.000
0.000

0.000
0.000

0.466
-0.190

0.000
0.000

0.207
0.000
0.000

-1.117
0.463
-0.128

0.000
0.000
0.000

0.207
0.000
0.000

-1.117
0.463
-0.128

0.000
0.000
0.000

K1 4-10
Z1 16-3
Z2 18-11
EV2 21-12
W3 18-12
W5 15-3
Noeuds:
Noeud

J1
J2
J3
J23
J4
J4
J5
J5
J6
J7
J7
J8
J9
J9

Verification des Contraintes pour le cas de charge 1
Barres Externes:
Barre

T1 1-2
T1 2-3
T1 3-22
T1 23-4
T1 4-5
T1 4-5
T1 5-6
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 8-9
T4 9-10
T4 9-10
T4 10-11
T4 11-12
T4 12-13
EV1 15-2
EV2 19-21

--Section-BxH Cat.

36x197
36x197
36x197
36x197
36x197
36x112
36x197
36x112
36x112
36x112
36x197
36x112
36x197
36x112
36x197
36x197
36x197
36x97
36x97

C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24

--Plan Ferme -K
Taux

+

--- Maximum --Effort
Moment
(kN)
(kNm)
2.214
-0.548
-0.553
-0.536
-0.223
-0.011
0.154
-0.178
1.189
-0.211

+

-0.024

-0.183

+

-0.474
-0.271
0.023

-0.084
0.047
-0.119

+

1.169

-0.161

0.146
-0.145
0.423
-4.348
-2.618

-0.141
0.073
-0.057
0.000
0.032

---Plan Perp--Signal
K
Taux ATF

0.262
0.217
0.008
0.073
0.094

0.806
0.806
0.806

0.219
0.009
0.023

1.000

0.060

0.806

0.060

0.992
0.992

0.114
0.064
0.039

0.806
0.806

0.117
0.066

0.806
0.806

0.020
0.031

1.000
1.000

0.078

1.000
1.000
1.000

0.058
0.030
0.032
0.131
0.130

0.926
1.000

0.142
0.130
Page 26/77

Créé le lundi 16 novembre 2015
0.000

-0.000

0.056

-1.721

0.428

0.056

1.311

0.327

-0.127

-1.618

0.000

-0.000

1.211
-0.204

--Section-BxH Cat.
36x197
36x197
36x197
36x197
36x197
36x112
36x197
36x112
36x112
36x112
36x112
36x112
36x197
36x112

C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24

1.000

--- Maximum --Effort
Moment
(kN)
(kNm)
-1.117
0.174
0.463
0.000
-0.128
0.000
-1.199
0.032
0.466
0.000
-0.190
0.000

36x172 C24
36x97 C24
36x97 C24
36x194 C24
36x72 C24
36x72 C24

T1 1-2
T1 1-2
T1 2-3
T1 23-4
T1 4-5
T1 4-5
T1 4-5
T1 4-5
T2 6-7
T2 6-7
T3 7-8
T3 7-8
T4 9-10
T4 9-10

0.011
0.017

1.000

+

0.403

1

0.071
0.007

0.692

--Plan Ferme -K
Taux

0.449

0.641
0.490
1.000

--- Maximum --Effort
Moment
(kN)
(kNm)
2.174
-0.060
2.219
-0.609
-0.366
-0.060
-0.102
-0.004
1.177
-0.218

0.629

+

1.302

-0.190

+

-0.507
-0.206
-0.171
-0.472
1.282

-0.123
0.015
0.021
-0.061
-0.126

0.009

0.118
0.020
0.008
0.031
0.028
0.012

---Plan Perp--Signal
K
Taux ATF
0.102

0.275

0.270
0.614

0.014 1
0.042

0.165

0.047

--Plan Ferme -K
Taux

1.000
1.000

0.404

0.071
0.286
0.029
0.003
0.097

1

---Plan Perp--Signal
K
Taux ATF

1.000
0.806

0.029
0.003

1.000
1.000
1.000
1.000

0.162
0.023
0.030
0.086

0.090
1.000
1.000
1.000
1.000

0.162
0.023
0.030
0.086
0.069

1
1
1
1
1
1
1
1
1
1
1

Etude : 1553286A - F2
Noeud
--Section-BxH Cat.
J10
J10
J11
J12
J13
J19
J21
J15
J15
J16
J16
J18
J18
J19
J19
J20
J20
J6
J8
J21
J13
J4
J10
J21
J12

T4 9-10 36x197 C24 +
T4 9-10 36x112 C24
T4 11-12 36x197 C24
T4 12-13 36x197 C24
T4 12-13 36x197 C24
EV2 19-21 36x97 C24
EV2 19-21 36x97 C24
B1 15-16 36x247 C24 +
B1 15-16 36x247 C24
B1 15-16 36x247 C24 +
B1 15-16 36x247 C24
B3 18-19 36x247 C24 +
B3 18-19 36x247 C24
B3 18-19 36x247 C24 +
B3 18-19 36x247 C24
B3 19-20 36x247 C24 +
B3 19-20 36x247 C24
K2 6-8
36x97 C24
K2 6-8
36x97 C24
WOH2 21-13 36x246 C24
WOH2 21-13 36x246 C24
K1 4-10 36x172 C24
K1 4-10 36x172 C24
EV2 21-12 36x194 C24
EV2 21-12 36x194 C24

--- Maximum --Effort
Moment
(kN)
(kNm)
1.157
-0.170

--Plan Ferme -K
Taux

---Plan Perp--Signal
K
Taux ATF

0.080

0.040
-0.080
0.007
0.004
0.035
-0.189

0.056

-1.915

-0.127

-1.807

1.000

0.450

1.000

0.450

1

-0.127

-0.173

1.000

0.045

1.000

0.045

1

0.000

0.000

1.211
1.211
-0.204
-0.204
-1.117
-1.117
-1.199
-1.199

1.000

1.000
1.000

0.016
0.041
0.008
0.085
0.136
0.048

1

-0.037
0.447
0.230
-2.618
-2.618
0.056

1.000

1.000
1.000

0.016

1
1
1

0.085
0.136

1
1
1

0.477

1

0.060
0.060
0.004
1.000
0.004
1.000
0.051
1.000
0.051
1.000
0.032
1.000
0.019
1.000

1
1
0.004 1
0.004 1
0.051 1
0.051 1
0.032 1
0.019 1

Reactions d'appuis
Noeud
Appui
J1
J16
J18
J21
J5
J9

----- Reaction
Verti
(kN)
-3.374
8.572
7.000
-1.332
1.403
1.315

-----Horiz
(kN)
0.000
0.000
0.000
0.000
0.000
0.000

----- Largeur -----Réelle
Néc.
(mm)
(mm)
220
0
75
52
75
42
220
0
47
13
47
12

----------- Hauteur ----------Réelle
Néc.
Taux
(mm)
(mm)
Cis.
197
98
0.50
247
89
0.36
247
81
0.33
247
3
0.01
197
22
0.11
197
21
0.11

Signal

Barre
Arbalétrier
T1 1-2
T1 2-3
T1 3-22
T1 22-23
T1 23-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10
T4 10-11
T4 11-12
T4 12-13
Entrait
B1 14-15
B1 15-16
B1 16-17
B3 17-18

Verifications des Deformations pour le cas de charge 1
Fleche Locale
Barre
Debut-Fin
T1 1-2
T1 2-3
T1 3-22
T1 22-23
T1 23-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10
T4 10-11
T4 11-12
T4 12-13
B1 14-15
B1 15-16
B1 16-17
B3 17-18
B3 18-19
B3 19-20
K2 6-8
WOH2 21-13
K1 4-10

---------- Panneau -----------Reelle-----Admiss.-Fleche Ratio
Fleche Ratio
0.01 L/999
0.78 L/300
0.23 L/999
3.62 L/300
0.00 L/999
0.61 L/400
L/999
L/0
0.06 L/999
2.70 L/400
0.04 L/999
2.02 L/300
0.00 L/999
0.19 L/300
-0.09 L/999
5.14 L/300
-0.34 L/999
5.14 L/300
0.00 L/999
0.19 L/300
0.03 L/999
2.02 L/300
0.03 L/999
2.09 L/400
-0.11 L/999
5.92 L/300
0.01 L/999
3.76 L/300
0.00 L/999
1.00 L/400
0.24 L/999
2.08 L/400
-9.22 L/637
14.69 L/400
-9.22 L/637
14.69 L/400
0.54 L/999
3.28 L/400
0.00 L/999
1.00 L/400
-0.35 L/999
7.79 L/300
-0.00 L/999
2.16 L/400
-1.99 L/999
8.36 L/400

--------- Segment ------------Reelle-----Admiss.-Fleche Ratio
Fleche Ratio
0.27 L/999
11.08 L/400
0.39 L/999
11.08 L/400
-0.26 L/999
11.08 L/400
L/400
-2.80 L/999
11.08 L/400
-0.73 L/999
11.08 L/400
0.20 L/999
5.33 L/300
0.10 L/999
5.33 L/300
-0.34 L/999
5.33 L/300
-0.10 L/999
5.33 L/300
-0.00 L/999
14.48 L/300
-0.00 L/999
14.48 L/300
-0.10 L/999
14.48 L/300
0.00 L/999
14.48 L/300
0.05 L/999
2.25 L/400
0.22 L/999
2.25 L/400
-9.22 L/637
14.69 L/400
-9.22 L/637
14.69 L/400
0.57 L/999
3.45 L/400
0.07 L/999
3.45 L/400
-0.35 L/999
5.84 L/400
0.00 L/999
5.00 L/200
-1.97 L/999
8.36 L/400

Signal

Flèche Globale
Noeud
J1
J2
J3
J22
J23
J4
J5
J6
J7
J8

---- Deplacement ----X
Y
Rotation
0.000
0.000
0.000
-0.177
0.229
0.000
-0.026
0.035
0.001
0.097 -0.110 -0.001
1.374 -2.248
0.000
-0.030 -0.602
0.000
-0.488
0.000
0.001
-0.538
0.027
0.001
-0.409 -0.157
0.001
-0.311 -0.011
0.000

------ Admissible
X
Y
10.000 14.693
10.000 14.693
10.000 14.693
10.000 14.693
10.000 14.693
10.000 14.693
10.000 14.693
10.000 14.693
10.000 14.693
10.000 14.693

----Ratio
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400

Créé le lundi 16 novembre 2015
-0.290
-0.200
-0.305
-0.315
-0.341
-0.442
-0.442
-0.441
-0.436
-0.439
-0.439
-0.336

0.000
0.100
-0.020
-0.022
-0.069
0.350
0.369
0.000
0.000
0.059
-0.010
0.000

0.000
0.000
0.000
-0.000
0.000
0.000
0.000
0.000
-0.002
0.002
-0.001
-0.000

10.000
10.000
10.000
10.000
10.000
10.000
10.000
10.000
10.000
10.000
10.000
10.000

14.693
14.693
14.693
14.693
5.000
14.693
14.693
14.693
14.693
14.693
14.693
14.693

L/400
L/400
L/400
L/400
L/200
L/400
L/400
L/400
L/400
L/400
L/400
L/400

Cas de Charge 11: Coef =1.50 Charges Permanentes + Neige Extreme (Cas 4)
Charges Uniformes

1

0.004
0.004
0.006
1.000
0.006
1.000
0.063
1.000
0.063
1.000
0.035
1.000
0.004
1.000

MiTek Industries S.A.
J9
J10
J11
J12
J13
J14
J15
J16
J18
J19
J20
J21

Signal

Page 27/77

---Debut Barre--Vert.
Horiz.

----Fin Barre---Vert.
Horiz.

-0.572
-0.572
-0.754
-0.045
-0.754
-0.563
-0.761
-0.576
-0.574
-0.759
-0.562
-0.760
-0.571
-0.571

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

-0.572
-0.572
-0.754
-0.045
-0.754
-0.563
-0.761
-0.576
-0.574
-0.759
-0.562
-0.760
-0.571
-0.571

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

-0.218
-0.218
-2.003
-2.003

0.000
0.000
0.000
0.000

-0.218
-0.218
-2.003
-2.003

0.000
0.000
0.000
0.000

Etude : 1553286A - F2
---Debut Barre--Vert.
Horiz.
-0.218
0.000
-0.218
0.000
-0.018
0.000
-0.196
0.000

Barre
B3 18-19
B3 19-20
K2 6-8
WOH2 21-13
Fiches
Intérieur
K1 4-10

-0.136

0.000

MiTek Industries S.A.
B3 19-20
36x247 C24 +
B3 19-20
36x247 C24
K2 6-8
36x97 C24
WOH2 21-13
36x246 C24
Barres Internes:
Barre
--Section-BxH Cat.

----Fin Barre---Vert.
Horiz.
-0.218
0.000
-0.218
0.000
-0.018
0.000
-0.196
0.000

-0.136

0.000

K1 4-10
Z1 16-3
Z2 18-11
EV2 21-12
W3 18-12
W5 15-3
Noeuds:
Noeud

Efforts/Moments aux Extremites
------ Debut de Barre ----Effort
Effort
Moment
Tranch.
Normal
(kN)
(kN)
(kNm)
Arbalétrier
T1 1-2
T1 2-3
T1 3-22
T1 22-23
T1 23-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10
T4 10-11
T4 11-12
T4 12-13
EV1 15-2
EV2 19-21
EV2 21-12
Entrait
B1 14-15
B1 15-16
B1 16-17
B3 17-18
B3 18-19
B3 19-20
K2 6-8
WOH2 21-13
Fiches
W3 18-12
W5 15-3
Intérieur
K1 4-10
Z1 16-3
Z2 18-11

------- Fin de Barre
Effort
Effort
Tranch.
Normal
(kN)
(kN)

-----Moment
(kNm)

-3.549
0.936
0.122
0.015
-0.015
0.159
1.419
0.356
0.202
-1.378
0.018
0.451
0.233
0.278
0.000
0.151
-0.076

2.978
-0.785
-0.298
-0.207
-0.181
1.410
-0.080
-0.666
-0.184
-0.003
1.548
0.201
0.003
0.567
-5.957
-3.604
-1.555

0.000
0.836
0.017
0.000
0.000
0.271
0.239
0.157
0.000
0.081
0.161
0.214
-0.014
0.100
0.000
0.000
-0.055

3.628
-0.571
-0.015
0.015
0.487
0.052
-1.409
0.153
0.306
1.388
0.193
-0.095
0.362
0.100
0.000
-0.151
0.076

3.044
-0.479
-0.207
-0.181
0.221
1.575
-0.062
-0.227
-0.623
-0.022
1.383
-0.113
-0.496
0.250
-5.957
-3.604
-1.555

-0.836
-0.017
0.000
0.000
-0.271
-0.239
-0.157
0.000
-0.081
-0.161
-0.214
0.014
-0.100
0.000
0.000
0.055
0.000

0.000
-6.176
5.937
-4.176
3.893
0.015
0.021
0.084

0.000
0.148
0.148
0.148
-0.332
0.000
1.480
-0.256

0.000
0.001
5.221
0.777
4.924
0.001
0.000
0.000

0.015
6.358
4.176
5.835
-3.606
0.000
0.021
0.084

0.000
0.148
0.148
0.148
-0.332
0.000
1.480
-0.256

-0.001
-5.221
-0.777
-4.924
-0.001
0.000
0.000
0.000

0.000
0.000

0.613
-0.252

0.000
0.000

0.000
0.000

0.613
-0.252

0.000
0.000

0.228
0.000
0.000

-1.357
0.664
-0.185

0.000
0.000
0.000

0.228
0.000
0.000

-1.357
0.664
-0.185

0.000
0.000
0.000

J1
J2
J3
J23
J4
J4
J5
J5
J6
J7
J7
J8
J9
J9
J10
J10
J11
J12
J13
J19
J21

Verification des Contraintes pour le cas de charge 11
Barres Externes:
Barre

T1 1-2
T1 2-3
T1 3-22
T1 23-4
T1 4-5
T1 4-5
T1 5-6
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 8-9
T4 9-10
T4 9-10
T4 10-11
T4 11-12
T4 12-13
EV1 15-2
EV2 19-21
B1 14-15
B1 14-15
B1 15-16
B1 15-16
B1 16-18
B1 16-18
B3 18-19
B3 18-19

--Section-BxH Cat.

36x197
36x197
36x197
36x197
36x197
36x112
36x197
36x112
36x112
36x112
36x197
36x112
36x197
36x112
36x197
36x197
36x197
36x97
36x97
36x247
36x247
36x247
36x247
36x247
36x247
36x247
36x247

C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24

--Plan Ferme -K
Taux

+

--- Maximum --Effort
Moment
(kN)
(kNm)
3.037
-0.752
-0.755
-0.736
-0.289
-0.014
0.181
-0.221
1.426
-0.262

+

-0.078

-0.231

+

-0.622
-0.358
-0.020

-0.106
0.062
-0.153

+

1.400

-0.203

+

0.170
-0.193
0.535
-5.957
-3.604
0.000

+

0.074

-2.346

0.389

+

0.074

1.788

0.297

+

-0.166

-2.207

-0.178
0.095
-0.071
0.000
0.049
-0.000

---Plan Perp--Signal
K
Taux ATF

0.240
0.199
0.006
0.060
0.078

0.806
0.806
0.806

0.201
0.007
0.019

1.000

0.051

0.806

0.051

0.992
0.992
1.000

0.096
0.056
0.033

0.806
0.806
0.806

0.099
0.058
0.033

0.806
0.806

0.017
0.027

1.000
1.000

0.064

1.000
1.000
1.000

1.000

0.049
0.027
0.026
0.120
0.125

0.367

0.926
1.000

0.129
0.125

1
0.692

0.367
Page 28/77

Créé le lundi 16 novembre 2015
0.000
1.480
-0.256

--Section-BxH Cat.
36x197
36x197
36x197
36x197
36x197
36x112
36x197
36x112
36x112
36x112
36x112
36x112
36x197
36x112
36x197
36x112
36x197
36x197
36x197
36x97
36x97

C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24

0.012
0.018

+

0.641

0.629

1.575

-0.239

+

-0.666
-0.271
-0.228
-0.623
1.548

-0.157
0.020
0.027
-0.081
-0.161

1.383

-0.214
0.050
-0.100
0.009
0.005
0.055

0.102

0.216

0.270
0.614

0.014 1
0.039

0.165

0.041

--Plan Ferme -K
Taux

1.000
1.000

0.008

---Plan Perp--Signal
K
Taux ATF

0.089
0.019
0.008
0.029
0.024
0.011

0.490
1.000

--- Maximum --Effort
Moment
(kN)
(kNm)
2.985
-0.083
3.044
-0.836
-0.510
-0.081
-0.141
-0.004
1.410
-0.271

-0.047
0.567
0.282
-3.604
-3.604

0.449

--Plan Ferme -K
Taux

+

+

0.057
0.005

1.000

--- Maximum --Effort
Moment
(kN)
(kNm)
-1.357
0.191
0.664
0.000
-0.185
0.000
-1.555
0.049
0.613
0.000
-0.252
0.000

36x172 C24
36x97 C24
36x97 C24
36x194 C24
36x72 C24
36x72 C24

T1 1-2
T1 1-2
T1 2-3
T1 23-4
T1 4-5
T1 4-5
T1 4-5
T1 4-5
T2 6-7
T2 6-7
T3 7-8
T3 7-8
T4 9-10
T4 9-10
T4 9-10
T4 9-10
T4 11-12
T4 12-13
T4 12-13
EV2 19-21
EV2 19-21

-0.000

0.065
0.262
0.026
0.002
0.079

1

---Plan Perp--Signal
K
Taux ATF

1.000
0.806

0.026
0.003

0.075
1.000
1.000
1.000
1.000

0.138
0.021
0.026
0.076
0.057

1
1.000
1.000
1.000
1.000

0.138
0.021
0.026
0.076

1.000

0.014

0.066
1.000

1.000
1.000

0.014
0.034
0.006
0.078
0.131

1
1
1
1
1

1
1
1
1
1
1

1.000
1.000

0.078
0.131

1
1
1
1
1

Etude : 1553286A - F2
Noeud
--Section-BxH Cat.
J15
J15
J16
J16
J18
J18
J19
J19
J20
J20
J6
J8
J21
J13
J4
J10
J21
J12

B1 15-16 36x247 C24 +
B1 15-16 36x247 C24
B1 15-16 36x247 C24 +
B1 15-16 36x247 C24
B3 18-19 36x247 C24 +
B3 18-19 36x247 C24
B3 18-19 36x247 C24 +
B3 18-19 36x247 C24
B3 19-20 36x247 C24 +
B3 19-20 36x247 C24
K2 6-8
36x97 C24
K2 6-8
36x97 C24
WOH2 21-13 36x246 C24
WOH2 21-13 36x246 C24
K1 4-10 36x172 C24
K1 4-10 36x172 C24
EV2 21-12 36x194 C24
EV2 21-12 36x194 C24

--- Maximum --Effort
Moment
(kN)
(kNm)
0.074
-0.258

--Plan Ferme -K
Taux

---Plan Perp--Signal
K
Taux ATF

0.044

1

0.433

1

0.074

-2.611

-0.166

-2.462

1.000

0.409

1.000

0.409

1

-0.166

-0.238

1.000

0.041

1.000

0.041

1

0.000

0.000

1.480
1.480
-0.256
-0.256
-1.357
-1.357
-1.555
-1.555

1

0.004
0.004
0.007
1.000
0.007
1.000
0.069
1.000
0.069
1.000
0.055
1.000
0.005
1.000

0.048
0.048
0.003
1.000
0.003
1.000
0.039
1.000
0.039
1.000
0.030
1.000
0.017
1.000

1
1
0.003 1
0.003 1
0.039 1
0.039 1
0.030 1
0.017 1

Reactions d'appuis
Noeud
Appui
J1
J16
J18
J21
J5
J9

----- Reaction
Verti
(kN)
-4.633
11.631
9.531
-1.952
1.758
1.648

-----Horiz
(kN)
0.000
0.000
0.000
0.000
0.000
0.000

----- Largeur -----Réelle
Néc.
(mm)
(mm)
220
0
75
47
75
38
220
0
47
11
47
10

----------- Hauteur ----------Réelle
Néc.
Taux
(mm)
(mm)
Cis.
197
90
0.46
247
80
0.32
247
74
0.30
247
2
0.01
197
18
0.09
197
18
0.09

Signal

-SectionBxH Cat.
36x197 C24
36x197 C24
36x197 C24
36x197 C24
36x197 C24 +
36x112 C24
36x197 C24 +
36x112 C24
36x112 C24
36x112 C24
36x197 C24 +
36x112 C24
36x197 C24 +
36x112 C24
36x197 C24
36x197 C24
36x197 C24
36x97 C24
36x97 C24
36x194 C24
36x247 C24 +
36x247 C24
36x247 C24 +
36x247 C24
36x247 C24 +
36x247 C24
36x247 C24 +
36x247 C24
36x247 C24 +
36x247 C24
36x247 C24 +
36x247 C24
36x97 C24
36x246 C24
36x72 C24
36x72 C24
36x172 C24
36x97 C24
36x97 C24

T1 1-2
T1 2-3
T1 3-22
T1 23-4
T1 4-5
T1 4-5
T1 5-6
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 8-9
T4 9-10
T4 9-10
T4 10-11
T4 11-12
T4 12-13
EV1 15-2
EV2 19-21
EV2 21-12
B1 14-15
B1 14-15
B1 15-16
B1 15-16
B1 16-17
B1 16-17
B3 17-18
B3 17-18
B3 18-19
B3 18-19
B3 19-20
B3 19-20
K2 6-8
WOH2 21-13
W3 18-12
W5 15-3
K1 4-10
Z1 16-3
Z2 18-11
Noeuds:
Noeud
--Section-BxH Cat.
J1

T1

1-2

36x197 C24

Cas
2
7
17
17
17

Effort
(kN)
2.546
-1.127
-0.567
0.322
2.173

Moment
(kNm)
-0.633
-0.616
-0.089
-0.482
-0.517

Taux
Max.
0.302
0.261
0.032
0.139
0.154

Taux
Cis.
0.584
0.131
0.060
0.087
0.073

ATF

20

-0.899

-0.301

0.082

0.051

20
21
21

-0.875
-0.848
-0.660

0.203
0.219
-0.288

0.195
0.208
0.076

0.133
0.128
0.076

17

2.198

-0.364

0.119

0.069

17
24
25
2
2
25
4

0.364
-0.480
1.156
-4.916
-2.964
-2.096
0.000

-0.340
0.287
0.149
0.000
0.048
-0.043
-0.000

0.100
0.086
0.059
0.160
0.167
0.049
0.000

0.091
0.074
0.085
0.000
0.057
0.009
0.001

2

0.058

-1.936

0.482

0.403

2

0.058

1.478

0.368

0.376

1

2

0.058

-0.761

0.190

0.370

1

2

-0.125

-1.824

0.455

0.248

1

0.000

-0.000

0.000

0.001

4
5
13
13
17
13
24

1.276
-0.199
1.773
-2.144
-2.186
1.184
-0.655

0.011
0.032
0.000
0.000
0.174
0.000
0.000

0.074
0.013
0.070
0.351
0.323
0.035
0.052

0.000
0.023
0.000
0.000
0.033
0.000
0.000

1.922
-0.334
-0.147
-0.120
-0.942
2.254

-0.689
-0.142
0.047
0.050
-0.231
-0.144

17

2.191

-0.394

25
25
25

-0.106
1.223
0.459
-2.964
0.000

2
1

0.037
-0.179
0.033
0.005
0.000

4
4

1.276
1.276
25
-0.537
25
-0.537
5
-1.174
5
-1.174
24
-1.224
24
-1.224

0.311
0.043
0.043
0.046
0.217
0.068

1.000
1.000
1.000
1.000

1.000
1.000
1.000
1.000

Créé le lundi 16 novembre 2015
1
0.043 1
0.043 1
0.046 1
0.217 1
1

0.126
1.000

0.012
0.069
0.016
0.098

1.000

1
1.000

1.000

0.012

1
1
1

0.098

1
1

0.004
0.004
0.004
1.000
0.004
1.000
0.063
1.000
0.063
1.000
0.082
1.000
0.008
1.000

-------------Normale------------Deformation
Noeud
vert.
soul.
horz.
J1
-0.192(4)
-3.916(2)
-0.447(5)
J16
9.486(2)
J18
7.839(2)
0.000(5)
J21
0.847(4)
-2.127(7)
0.000(7)
J5
1.465(4)
0.000(5)
J9
1.382(4)
0.000(7)
Noeud
Largeur
Hauteur
Signal
min. (mm)
min. (mm)
J1
0
114
J16
57
100

Signal

1
1

Cas ---- Maximum ---- ---Plan (yy)--- ---Plan (xx)--Effort
Moment
K
Taux
K
Taux
(kN)
(kNm)
2
2.520
-0.070
0.082

7
17
20
21
21
17

0.063
0.063
0.005
1.000
0.005
1.000
0.052
1.000
0.052
1.000
0.037
1.000
0.016
1.000

1
1
0.005 1
0.005 1
0.052 1
0.052 1
0.037 1
0.016 1

Reactions d'appuis

RESUME DU CALCUL
Contraintes
Barre

MiTek Industries S.A.
J2 T1 1-2
36x197 C24
J3 T1 2-3
36x197 C24
J7 T2 6-7
36x112 C24
J7 T3 7-8
36x112 C24
J8 T3 7-8
36x112 C24
J9 T4 9-10 36x197 C24 +
J9 T4 9-10 36x112 C24
J10 T4 9-10 36x197 C24 +
J10 T4 9-10 36x112 C24
J11 T4 11-12 36x197 C24
J12 T4 12-13 36x197 C24
J13 T4 12-13 36x197 C24
J19 EV2 19-21 36x97 C24
J20 B3 19-20 36x247 C24 +
J20 B3 19-20 36x247 C24
J6 K2 6-8
36x97 C24
J8 K2 6-8
36x97 C24
J21 WOH2 21-13 36x246 C24
J13 WOH2 21-13 36x246 C24
J4 K1 4-10 36x172 C24
J10 K1 4-10 36x172 C24
J21 EV2 21-12 36x194 C24
J12 EV2 21-12 36x194 C24

Signal
ATF
1
Page 29/77

------------Extreme-------------vert.
-1.341(16)
11.631(11)
9.531(11)
-0.328(16)
1.890
1.858

soul.
-4.633(11)

horz.
-1.127(13)

-2.965(15)
-0.282(15)
-0.260(13)

0.000(13)
0.000(13)
0.000(11)
0.000

Permanente
vert.
-0.269
4.358
3.484
0.559
1.084
1.021

vert.
-3.374
8.572
7.541
-1.079
1.403
1.315

Etude : 1553286A - F2
J18
47
J21
10
J5
14
J9
13

91
6
26
26

Deformations
Barre
T1 1-2
T1 2-3
T1 3-22
T1 22-23
T1 23-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10
T4 10-11
T4 11-12
T4 12-13
EV1 15-2
EV2 19-21
EV2 21-12
B1 14-15
B1 15-16
B1 16-17
B3 17-18
B3 18-19
B3 19-20
K2 6-8
WOH2 21-13
W3 18-12
W5 15-3
K1 4-10
Z1 16-3
Z2 18-11

Panneau
Max.
0.01(7)
0.26(7)
0.00(5)
-0.26(7)
0.07(5)
0.04(5)
0.00(5)
-0.11(5)
-0.34(1)
0.00(7)
0.03(1)
0.03(5)
-0.11(7)
0.01(1)
0.00(1)
-0.02(7)
-0.01(7)
0.00(1)
0.24(5)
-9.25(7)
-9.25(7)
0.54(7)
0.00(1)
-0.35(1)
-0.01(5)
-0.00(5)
-0.00(7)
-1.99(1)
0.00(1)
0.00(1)

Segment --- Noeud Debut --Max.
X
Y
0.30(7)
0.00(1)
0.00(1)
0.43(7)
-0.20(7)
0.26(7)
-0.33(7)
-0.04(7)
0.04(7)
-2.95(5)
0.10(1)
-0.13(7)
-2.95(5)
1.69(5)
-2.31(5)
-0.76(5)
-0.40(7)
-0.62(5)
0.25(7)
-0.75(7)
0.00(1)
0.11(5)
-0.78(7)
0.03(5)
-0.34(1)
-0.68(7)
-0.16(1)
-0.17(7)
-0.60(7)
-0.01(5)
0.19(5)
-0.59(7)
0.00(1)
0.19(5)
-0.53(7)
0.12(5)
-0.20(7)
-0.62(7)
-0.05(7)
-0.08(7)
-0.59(7)
-0.02(5)
-0.00(7)
-0.61(7)
0.41(7)
-0.00(1)
-0.62(7)
0.06(5)
0.00(7)
-0.51(7)
0.00(1)
0.05(5)
-0.61(7)
0.39(7)
0.23(5)
-0.61(7)
0.41(7)
-9.25(7)
-0.61(7)
0.00(1)
-9.25(7)
-0.61(7)
0.00(1)
0.57(7)
-0.62(7)
0.00(1)
0.07(7)
-0.62(7)
0.06(5)
-0.35(7)
-0.78(7)
0.03(5)
-0.00(5)
-0.51(7)
0.00(1)
0.00(1)
-0.62(7)
0.00(1)
-0.00(5)
-0.61(7)
0.41(7)
-1.98(7)
-0.40(7)
-0.62(5)
-0.00(7)
-0.61(7)
0.00(1)
0.00(5)
-0.62(7)
0.00(1)

--- Noeud
X
-0.20(7)
-0.04(7)
0.10(1)
1.69(5)
-0.40(7)
-0.75(7)
-0.78(7)
-0.68(7)
-0.60(7)
-0.59(7)
-0.53(7)
-0.62(7)
-0.59(7)
-0.52(7)
-0.20(7)
-0.51(7)
-0.59(7)
-0.61(7)
-0.61(7)
-0.62(7)
-0.62(7)
-0.62(7)
-0.62(7)
-0.60(7)
-0.52(7)
-0.59(7)
-0.04(7)
-0.53(7)
-0.04(7)
-0.62(7)

Fin --Y
0.26(7)
0.04(7)
-0.13(7)
-2.31(5)
-0.62(5)
0.00(1)
0.03(5)
-0.16(1)
-0.01(5)
0.00(1)
0.12(5)
-0.05(7)
-0.02(5)
-0.12(5)
0.26(7)
0.00(1)
-0.02(5)
0.41(7)
0.00(1)
0.00(1)
0.00(1)
0.06(5)
-0.01(1)
-0.01(5)
-0.12(5)
-0.02(5)
0.04(7)
0.12(5)
0.04(7)
-0.05(7)

Signal

MiTek Industries S.A.
15
16
17
17
18
19
21

Notas importants:
1. Antiflambage:
Lisse d'Antiflambage necessaires aux barres:
W 4-10, W18-11
La fixation du dispositif d'antiflambage sera réalisé de manière à reprendre par ferme
et par versant un effort perpendiculaire à l'arba F = Effort axial arba/60 = 0.099kN
Cette valeur est à multiplier par le nombre de fermes intéressées par le dispositif.

Remarques:
1.

C'est la responsabilite du client de s'assurer que les donnees
ci-dessus: dimensions, pentes, charges et autres
caracteristiques sont celles demandees par le maitre d'ouvrage.
2. Cette note de calcul propre a chaque element triangule ne
dispense pas de l'execution d'un plan de pose et de
contreventement adapte au batiment etudie.
3. Poids de la Ferme 117.915 - 129.706 Kg
Options de calcul choisies par l'utilisateur :
- Niveau de l'utilisateur: Expert.
- Désactivation de la limite de flèche de 10mm pour les poutres.
- Désactivation de la vérification de la déformation vers le haut pour les extrémités des arba «queue
de vache».
- L'utilisateur a choisi de dimensionner les joints d'aboutage en ne considérant que 50%
des efforts de compression, comformément a DTU 31.3 Annexe C : C6.2.1.1.
- L'utilisateur prend la responsabilité du choix de calculer le joint d'aboutage en entrait porteur
selon la méthode préconisée au paragraphe DTU 31.3 Annexe C : C6.2.3

Informations Plaques
Plaques utilisées:
M20
01.370029v2
1. Les aboutages sont normalement placés entre 10 et 25 % de la longueur du panneau.
2. Tolérance du positionnement = 10 (mm)
3. EM: Effort de manutention: 1.000 kN (second genre).
Noeud
Plaque
Position(x1)
(y1)
(x2)
(y2) (mm)
Jauge
Code
2
M20
0930
8
240
3
M20
1320
68
62
4
M20
1320
0
0
6
M20
0920
159
3
7
M20
1010
51
49
8
M20
0920
159
3
10
M20
1320
0
0
11
M20
0920
3
183
12
M20
1530
127
89
13
M20
1320
0
0
Page 30/77

Créé le lundi 16 novembre 2015
M20
M20
M20
M20
M20
M20
M20

2025
0920
1025
1025
1325
0920
1325

88
0
0
0
64
0
64

163
144
0
0
145
0
169

Etude : 1553286A - FP3

FP3

MiTek Industries S.A.

Créé le lundi 16 novembre 2015

GEOMETRIE ET MODELE DE LA STRUCTURE
Schema de la Structure

INFORMATIONS GENERALES
Etude faite par:
CHAMPEAU SA
Avenue de la libération, BP 116
87221 FEYTIAT CEDEX, HAUTE VIENNE, France
Tel : (33) 05.55.31.75.75
Fax : (33) 05.55.31.75.76
Adresse client:
Adresse chantier:

6

7

8
9

5

10

4

DEPREUX

3
Les calculs ont pour base technique:
Les documents techniques unifies DTU.
Regles N.V.65 et N 84 (carte de neige)
DTU 31.3 Annexe C(Regles CB71), NF P21.110 etc...
Methode de calcul utilises:
Calcul hyperstatique de structure plane a barres.
Unites utilisees:
mm, deg, MPa
Conventions:
Efforts : Negatif (-) = Compression, Positif (+) = Traction
Reactions: Negatif (-) = Soulevement, Positive (+) = Descente
Caracteristiques des bois:
Categorie de bois
: C24 SE
Module d'elasticite axial : 10000.0
Coefficient de fluage
: 1.5
Densite
: 420.00 Kg/m^3
Contraintes admissibles
:
Flexion
// : 11.00 MPa
Traction
// : 6.50 MPa
Traction
T : 0.20 MPa
Compression // : 9.50 MPa
Compression
T : 2.30 MPa
Cisaillement // : 1.10 MPa
Caracteristiques des connecteurs:
Type de plaque : M20
Réf. PV Essai 01.370029v2
Lundi 16 Novembre 2015
© Copyright 2008-2009 MiTek Holdings, Inc. All Rights reserved.

11
12

12
20

13
14

15

16

17

18
19

Dimensions du batiment:
Longueur (a)
:
15 m
Largeur (b)
:
8 m
Hauteur totale (H)
:
10 m
Hauteur au faitage (h)
:
10 m
Pente Gauche
: 40.00 deg
Pente Droite
: 40.00 deg
Portee
: 8960 mm
Entraxe des fermes
:
620 mm
Hauteur Hors-tout
: 4407 mm
Longueur Hors-tout
: 9390 mm
Prolonge Gauche Arba.
:
215 mm
Prolonge Droite Arba.
:
215 mm
Entraxe lattes Arba.(*) :
620 mm
Entraxe lattes Entrait(*):
0 mm
(*) - Valeurs de saisie, voir les longueurs de flambement calculees
en 'Caracteristiques des barres.'
Coordonnees des noeuds:
Coordonnees
Liberte
Noeud
X
Y
(mm)
(mm)
Horiz. Vert.
Rot.
J1
-110
428
1
1
0 Appui
J6
3282
3301
0
0
0
J12
9003
483
0
0
0
J8
5678
3301
0
0
0
J5
2792
2891
0
0
0
J7
4480
4334
0
0
0
J9
6168
2891
0
0
0
J13
0
124
0
0
0
J16
5950
124
0
0
0
J15
2182
124
0
0
0
J4
2182
2350
0
0
0
J17
6779
124
0
0
0
J10
6779
2350
0
0
0
J14
69
124
0
0
0
J2
69
577
0
0
0
J18
8092
124
0
0
0
J11
8140
1208
0
0
0
J3
904
1278
0
0
0
J19
8160
124
0
0
0
J20
8153
483
0
1
0 Appui
0=Libre, 1=Fix
Caracteristiques des barres:
Project. Longueur
Conditions
Barre
-------Section-------Longueur
X
Flambage Pente
Extremites
Debut-Fin Pli Coef BxH
Cat
(mm)
(mm)
(mm)
(deg)
Debut-Fin
T1 1-2
1
1.0 36x197 C24 +
233
179
558
40.00
Pin-Fix
T1 1-2
36x197 C24
T1 2-3
1
1.0 36x197 C24 +
1091
835
558
40.00
Fix-Fix
T1 2-3
36x197 C24
T1 3-4
1
1.0 36x197 C24 +
1668
1278
558
40.00
Fix-Fix
T1 3-4
36x197 C24
T1 4-5
1
1.0 36x197 C24 +
815
611
558
41.49
Fix-Fix
T1 4-5
36x197 C24
T1 5-6
1
1.0 36x197 C24 +
639
489
558
40.00
Fix-Fix
T1 5-6
36x112 C24 +
T1 5-6
36x197 C24
T2 6-7
1
1.0 36x112 C24
1582
1198
558
40.77
Fix-Pin
T3 7-8
1
1.0 36x112 C24
1582
1198
558
-40.77
Pin-Fix
T4 8-9
1
1.0 36x197 C24 +
639
489
558
-40.00
Fix-Fix
T4 8-9
36x112 C24 +
Page 31/77

Etude : 1553286A - FP3
T4 8-9
36x197 C24
T4 9-10
1
1.0 36x197 C24
T4 9-10
36x197 C24
T4 10-11
1
1.0 36x197 C24
T4 10-11
36x197 C24
T4 11-12
1
1.0 36x197 C24
T4 11-12
36x197 C24
EV1 14-2
1
1.0 36x97 C24
EV2 18-20
1
1.0 36x97 C24
EV2 20-11
1
1.0 36x219 C24
B1 13-14
1
1.0 36x247 C24
B1 13-14
36x247 C24
B1 14-15
1
1.0 36x247 C24
B1 14-15
36x247 C24
B1 15-16
1
1.0 36x247 C24
B1 15-16
36x247 C24
B3 16-17
1
1.0 36x247 C24
B3 16-17
36x247 C24
B3 17-18
1
1.0 36x247 C24
B3 17-18
36x247 C24
B3 18-19
1
1.0 36x247 C24
B3 18-19
36x247 C24
K2 6-8
1
1.0 36x97 C24
WOH2 20-12
1
1.0 36x246 C24
W2 3-15
1
1.0 36x72 C24
W3 17-11
1
1.0 36x72 C24
W5 14-3
1
1.0 36x97 C24
K1 5-9
1
1.0 36x147 C24
Z1 15-4
1
1.0 36x97 C24
Z2 17-10
1
1.0 36x97 C24

MiTek Industries S.A.
+

815

611

558

-41.49

Fix-Fix

+

1777

1362

558

-40.00

Fix-Fix

+

1127

863

558

-40.00

Fix-Pin

+

454
365
724
69

454
61
724
69

454
365
724
69

90.00
80.38
90.99
0.00

Pin-Pin
Pin-Fix
Fix-Pin
Pin-Fix

+

2113

2113

2113

0.00

Fix-Fix

+

3769

3769

4597

0.00

Fix-Fix

+

829

829

4597

0.00

Fix-Fix

+

1313

1313

1313

0.00

Fix-Fix

69

0.00

Fix-Pin

+

69
2397
851
1722
1741
1425
3375
2227
2227

69
2397
851
1278
1362
835
3375
2227
2227

1198
851
1722
1741
713
1125
2227
2227

0.00
0.00
-42.11
38.53
54.12
0.00
90.00
90.00

Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin

Créé le lundi 16 novembre 2015

HYPOTHESES DE CHARGES ET SURCHARGES
Charges permanentes:
Couverture
Plancher/Cloison
Surcharge d'exploitation:
Permanente
20%
Surcharge de neige:
Region de neige
Surcharge de vent:
Région de vent

:
:
:

0.300
0.550

0.300

Plafond haut
Plafond bas
Temporaire

80%

:
:
:

0.200
0.200

1.200

:

A1

Altitude

:

:

II

Nature du Site

: Normal

Combinaisons de charges vérifiées:
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas

1:
2:
3:
4:
5:
7:
11:
13:
15:
16:
17:
18:
19:
20:
21:
22:
23:
24:
25:

Charges Permanentes + Neige Normale (Cas 1)
Charges Perm. + Charges d'Exploitation Maj. 20% (Cas 1bis)
Charges Permanentes + 1kN Arba (Cas 2)
Charges Permanentes + Neige + 1kN Entrait (Cas 2bis)
Vent Normal G->D Depression Interne (Cas 3)
Vent Normal D->G Depression Interne (Cas 3)
Charges Permanentes + Neige Extreme (Cas 4)
Vent Extreme G->D Surpression Interne (Cas 5)
Vent Extreme D->G Surpression Interne (Cas 5)
Vent Extreme Parallele Surpression Interne (Cas 5bis)
Charges Permanentes + 1kN Arba (Cas 2) (1)
Charges Permanentes + 1kN Arba (Cas 2) (2)
Charges Permanentes + 1kN Arba (Cas 2) (3)
Charges Permanentes + 1kN Arba (Cas 2) (4)
Charges Permanentes + 1kN Arba (Cas 2) (5)
Charges Permanentes + 1kN Arba (Cas 2) (6)
Charges Permanentes + 1kN Arba (Cas 2) (7)
Charges Permanentes + 1kN Arba (Cas 2) (8)
Charges Permanentes + 1kN Arba (Cas 2) (9)

Reactions d'appuis par Cas de Charges
Cas
Charge
1
1
1
2
2
2
3
4
5
5
5
7
7
7
11
13
15
16
17
18
19
20
21
22
23
24
25

Nom

Appui
Verti
(kN)
8.325
5.039
3.286
7.199
3.987
3.212
5.903
2.999
6.917
4.947
1.970
6.506
4.947
1.559
10.948
4.797
4.662
1.589
5.165
5.013
5.013
4.882
4.737
4.605
4.605
4.449
4.314

TOTAL
perm
temps
TOTAL
perm
temps
TOTAL
TOTAL
TOTAL
perm
temps
TOTAL
perm
temps
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL

1
Horiz
(kN)
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
-0.496
0.000
-0.496
0.496
0.000
0.496
0.000
-0.931
0.973
0.028
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

Appui
Verti
(kN)
11.298
6.775
4.523
9.556
4.988
4.569
6.255
3.700
7.429
5.280
2.149
7.333
5.280
2.053
14.880
6.630
6.051
2.806
5.642
5.794
5.794
5.925
6.070
6.202
6.202
6.359
6.493

20
Horiz
(kN)
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

RESULTATS DE CALCUL
Cas de Charge 1: Coef =1.00 Charges Permanentes + Neige Normale (Cas 1)
Charges Uniformes
Barre
Arbalétrier
T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10
Page 32/77

---Debut Barre--Vert.
Horiz.
-0.467
-0.467
-0.467
-0.639
-0.467
-0.470
-0.468
-0.464
-0.637

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

----Fin Barre---Vert.
Horiz.
-0.467
-0.467
-0.467
-0.639
-0.467
-0.470
-0.468
-0.464
-0.637

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

200 m

Etude : 1553286A - FP3
T4 10-11
-0.464
T4 11-12
-0.464
Entrait
B1 13-14
-0.199
B1 14-15
-0.199
B1 15-16
-1.470
B3 16-17
-1.470
B3 17-18
-0.199
B3 18-19
-0.199
K2 6-8
-0.018
WOH2 20-12
-0.183
Fiches
Intérieur
K1 5-9
-0.124

MiTek Industries S.A.
0.000
0.000

-0.464
-0.464

0.000
0.000

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

-0.199
-0.199
-1.470
-1.470
-0.199
-0.199
-0.018
-0.183

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

0.000

-0.124

0.000

Charges Ponctuelles
Noeud
J5
J9
J15
J33

X
(mm)
2792
6168
2182
7672

Y
(mm)
2891
2891
124
124

Vert.
(kN)
-0.701
-0.761
-2.656
-2.963

Horiz.
(kN)
0.000
0.000
0.000
0.000

Moment
(kNm)
0.000
0.000
0.000
0.000

Fermes Portées

AJ3
AJ4

Efforts/Moments aux Extremites
------ Debut de Barre ----Effort
Effort
Moment
Tranch.
Normal
(kN)
(kN)
(kNm)
Arbalétrier
T1 1-2
T1 2-3

6.378
-1.060

-5.351
0.890

0.000
-1.479

------- Fin de Barre
Effort
Effort
Tranch.
Normal
(kN)
(kN)
-6.314
1.359

-5.298
1.140

-----Moment
(kNm)
1.479
0.160

T1 3-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10
T4 10-11
T4 11-12
EV1 14-2
EV2 18-20
EV2 20-11
Entrait
B1 13-14
B1 14-15
B1 15-16
B3 16-17
B3 17-18
B3 18-19
K2 6-8
WOH2 20-12
Fiches
W2 3-15
W3 17-11
W5 14-3
Intérieur
K1 5-9
Z1 15-4
Z2 17-10

Créé le lundi 16 novembre 2015
-----Moment

------ Debut de Barre ----Effort
Effort
Moment
Tranch.
Normal
(kN)
(kN)
(kNm)
1.284
-9.614
-0.160
-2.883
-6.180
-1.921
1.041
0.255
0.550
0.176
-0.383
-0.059
-0.022
-0.250
0.000
-1.139
0.172
0.370
2.865
-6.196
1.153
-0.651
-9.083
-1.064
0.617
0.009
0.522
0.000
9.626
0.000
0.528
-1.094
0.000
-0.266
-12.384
-0.193

------- Fin de Barre
Effort
Effort
Tranch.
Normal
(kN)
(kN)
-0.827
-9.231
3.176
-5.921
-0.866
0.401
0.251
-0.015
0.446
-0.616
1.313
0.026
-2.574
-6.454
1.135
-9.488
-0.310
-0.248
0.000
9.626
-0.528
-1.094
0.266
-12.384

(kNm)
1.921
-0.550
0.059
0.000
-0.370
-1.153
1.064
-0.522
0.000
0.000
0.193
0.000

0.000
0.635
2.232
-3.306
4.404
0.014
0.022
0.078

0.000
6.495
6.539
6.539
0.337
0.000
1.039
0.390

0.000
0.001
-0.897
1.126
4.370
0.001
0.000
0.000

0.014
-0.215
3.306
4.524
-1.180
0.000
0.022
0.078

0.000
6.495
6.539
6.539
0.337
0.000
1.039
0.390

-0.001
0.897
-1.126
-4.370
-0.001
0.000
0.000
0.000

0.000
0.000
0.000

0.060
7.929
-11.080

0.000
0.000
0.000

0.000
0.000
0.000

0.060
7.929
-11.080

0.000
0.000
0.000

0.209
0.000
0.000

-7.404
4.633
3.988

0.000
0.000
0.000

0.209
0.000
0.000

-7.404
4.633
3.988

0.000
0.000
0.000

Verification des Contraintes pour le cas de charge 1
Barres Externes:
Barre

--Section-BxH Cat.

T1 1-2
36x197 C24 +
T1 1-2
36x197 C24
T1 2-3
36x197 C24 +
T1 2-3
36x197 C24
T1 3-4
36x197 C24 +
T1 3-4
36x197 C24
T1 4-5
36x197 C24 +
T1 4-5
36x197 C24
T1 5-6
36x197 C24 +
T1 5-6
36x112 C24 +
T1 5-6
36x197 C24
T2 6-7
36x112 C24
T3 7-8
36x112 C24
T4 8-9
36x197 C24 +
T4 8-9
36x112 C24 +
T4 8-9
36x197 C24
T4 9-10
36x197 C24 +
T4 9-10
36x197 C24
T4 10-11
36x197 C24 +
T4 10-11
36x197 C24
T4 11-12
36x197 C24 +
T4 11-12
36x197 C24
EV1 14-2
36x97 C24
EV2 18-20
36x97 C24
B1 13-14
36x247 C24 +
B1 13-14
36x247 C24
B1 14-15
36x247 C24 +
B1 14-15
36x247 C24
B1 15-17
36x247 C24 +
B1 15-17
36x247 C24
B3 17-18
36x247 C24 +
B3 17-18
36x247 C24
B3 18-19
36x247 C24 +
B3 18-19
36x247 C24
K2 6-8
36x97 C24
WOH2 20-12
36x246 C24
Barres Internes:
Barre
--Section-BxH Cat.
K1 5-9
Z1 15-4
Page 33/77

36x147 C24
36x97 C24

--- Maximum --Effort
Moment
(kN)
(kNm)
-2.652
0.666

--Plan Ferme -K
Taux
1.000

1.000

0.299

0.416

1.000

0.416

0.374

1.000

0.374

0.147
0.381
0.203

0.806
0.806

0.148
0.385

1.000

0.226

1.000

0.226

1.000

0.252

1.000

0.252

1.000

0.089

1.000

0.089

0.457

0.681

-4.635

0.889

1.000

-3.077

0.842

1.000

0.156

-0.281

-0.231
-0.580
0.024

0.117
-0.303
-0.622

0.980
0.980

-3.111

-0.461

-4.562

0.472

-0.008

-0.227

0.299
0.276

0.095

9.626
-1.094
0.000

0.000
0.173
-0.000

3.247

0.424

0.161

3.270

1.296

0.379

0.169

-1.897

0.474

0.000

-0.000

1.039
0.390

1.000

0.013
0.017

--- Maximum --Effort
Moment
(kN)
(kNm)
-7.404
0.177
4.633
0.000

---Plan Perp--Signal
K
Taux ATF

0.424
0.312

1.000

0.312

0.067
0.011
--Plan Ferme -K
Taux
0.490

0.424
0.204

1

---Plan Perp--Signal
K
Taux ATF
0.264

0.681

2

Etude : 1553286A - FP3
Z2 17-10
36x97 C24
EV2 20-11
36x219 C24
W2 3-15
36x72 C24
W3 17-11
36x72 C24
W5 14-3
36x97 C24
Noeuds:
Noeud
--Section-BxH Cat.
J1
J1
J2
J2
J3
J3
J4
J4
J5
J5
J6
J7
J7
J8
J9
J9
J10
J10
J11
J11
J12
J12
J18
J20
J14
J14
J15
J15
J17
J17
J18
J18

T1 1-2
T1 1-2
T1 1-2
T1 1-2
T1 3-4
T1 3-4
T1 3-4
T1 3-4
T1 4-5
T1 4-5
T2 6-7
T2 6-7
T3 7-8
T3 7-8
T4 9-10
T4 9-10
T4 10-11
T4 10-11
T4 10-11
T4 10-11
T4 11-12
T4 11-12
EV2 18-20
EV2 18-20
B1 14-15
B1 14-15
B1 15-17
B1 15-17
B1 15-17
B1 15-17
B3 17-18
B3 17-18

36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x112
36x112
36x112
36x112
36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x97
36x97
36x247
36x247
36x247
36x247
36x247
36x247
36x247
36x247

C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24

3.988
-12.384
0.060
7.929
-11.080

+

0.000
0.173
0.000
0.000
0.000

0.839

--- Maximum --Effort
Moment
(kN)
(kNm)
-2.673
0.074

MiTek Industries S.A.
Noeud

0.176
0.220
0.004
0.471
0.398

1.000

0.613

0.627

--Plan Ferme -K
Taux

--Section-BxH Cat.

0.324

0.533

1

---Plan Perp--Signal
K
Taux ATF

1.000

0.069

1.000

0.069

1

J19
J19
J6
J8
J20
J12
J5
J9
J20
J11

B3 18-19 36x247 C24 +
B3 18-19 36x247 C24
K2 6-8
36x97 C24
K2 6-8
36x97 C24
WOH2 20-12 36x246 C24
WOH2 20-12 36x246 C24
K1 5-9
36x147 C24
K1 5-9
36x147 C24
EV2 20-11 36x219 C24
EV2 20-11 36x219 C24

--- Maximum --Effort
Moment
(kN)
(kNm)
0.000
0.000
1.039
1.039
0.390
0.390
-7.404
-7.404
-12.384
-12.384

--Plan Ferme -K
Taux

1

0.005
0.005
0.006
0.006
0.064
1.000
0.064
1.000
0.193
1.000
0.019
1.000

+

-2.649

0.739

1.000

0.328

1.000

0.328

1

+

-4.788

0.185

1.000

0.143

1.000

0.143

1

Reactions d'appuis

+

-4.615

0.960

1.000

0.443

1.000

0.443

1

Noeud
Appui

+

-2.961

-0.275

1.000

0.151

1.000

0.151

1

J1
J20

0.084
0.036
-0.007
-0.370
-0.577

1.000
1.000
1.000
1.000
1.000

0.110
0.045
0.016
0.463
0.271

1.000
1.000
1.000
1.000
1.000

0.110
0.045
0.016
0.463
0.271

1
1
1
1
1

Verifications des Deformations pour le cas de charge 1
Fleche Locale

+

-0.347
-0.052
-0.287
-0.616
-3.098

+

-4.541

0.532

1.000

0.275

1.000

0.275

1

+

-4.744

-0.261

1.000

0.172

1.000

0.172

1

+

-0.111

-0.018

1.000

0.009

1.000

0.009

1

+

-1.094
-1.094
3.247

0.019
0.193
0.065

1.000
1.000

0.064
0.343
0.072

1.000
1.000

0.064
0.343

1
1

+

3.270

0.884

0.276

1

+

3.270

-2.185

0.599

1

+

0.169

-0.079

0.022

1

1

----- Reaction -----Verti
Horiz
(kN)
(kN)
8.325
0.000
11.298
0.000

Barre
Debut-Fin
T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10
T4 10-11
T4 11-12
B1 13-14
B1 14-15
B1 15-16
B3 16-17
B3 17-18
B3 18-19
K2 6-8
WOH2 20-12
K1 5-9
Z1 15-4

----- Largeur -----Réelle
Néc.
(mm)
(mm)
220
69
220
136

---------- Panneau -----------Reelle-----Admiss.-Fleche Ratio
Fleche Ratio
-0.01 L/999
0.78 L/300
-0.28 L/999
3.64 L/300
-0.86 L/999
5.56 L/300
-0.15 L/999
2.04 L/400
0.03 L/999
2.13 L/300
-1.32 L/999
5.27 L/300
1.28 L/999
5.27 L/300
0.11 L/999
2.13 L/300
0.09 L/999
2.04 L/400
-0.34 L/999
5.92 L/300
0.08 L/999
3.76 L/300
0.00 L/999
1.00 L/400
-0.37 L/999
5.28 L/400
-5.16 L/891
11.49 L/400
-5.16 L/891
11.49 L/400
0.53 L/999
3.28 L/400
0.00 L/999
1.00 L/400
-0.43 L/999
7.99 L/300
-0.00 L/999
2.13 L/400
-3.30 L/999
8.44 L/400
0.00 L/999
7.42 L/300

Créé le lundi 16 novembre 2015
---Plan Perp--Signal
K
Taux ATF

0.053
0.053
0.008
0.008
0.192
1.000
0.192
1.000
0.226
1.000
0.171
1.000

J1
J2
J3
J4
J5
J6
J7
J8
J9
J10
J11
J12
J13
J14
J15
J17
J18
J19
J20

---- Deplacement ----X
Y
Rotation
0.000
0.000
0.000
1.164 -1.411
0.000
5.213 -6.221 -0.006
8.230 -10.039 -0.004
7.343 -9.105
0.000
6.648 -8.274
0.002
1.714 -2.575
0.001
6.814
3.386
0.000
6.140
2.583 -0.001
4.632
0.950 -0.002
3.489 -0.178 -0.002
2.459 -1.405 -0.001
1.011 -1.402
0.000
1.011 -1.737
0.000
1.110 -10.775 -0.004
1.329
0.321 -0.003
1.332
0.209
0.002
1.332
0.143 -0.001
2.449
0.000 -0.001

--------- Segment ------------Reelle-----Admiss.-Fleche Ratio
Fleche Ratio
-1.71 L/999
20.09 L/300
-7.44 L/809
20.09 L/300
-11.46 L/526
20.09 L/300
-11.45 L/526
20.09 L/300
-9.75 L/617
20.09 L/300
-8.34 L/722
20.09 L/300
7.50 L/792
19.80 L/300
7.46 L/796
19.80 L/300
-4.47 L/999
19.80 L/300
3.85 L/999
19.80 L/300
1.84 L/999
19.80 L/300
-0.35 L/999
16.32 L/500
-9.79 L/833
16.32 L/500
-11.60 L/703
16.32 L/500
-11.60 L/703
16.32 L/500
0.84 L/999
16.32 L/500
0.08 L/999
16.32 L/500
0.00 L/999
4.79 L/500
-0.00 L/999
4.25 L/200
0.00 L/999
6.75 L/500
0.01 L/999
4.45 L/500

------ Admissible
X
Y
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000
5.000
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525

----Ratio
L/500
L/500
L/500
L/500
L/500
L/500
L/500
L/500
L/500
L/500
L/500
L/200
L/500
L/500
L/500
L/500
L/500
L/500
L/500

Signal

Cas de Charge 11: Coef =1.50 Charges Permanentes + Neige Extreme (Cas 4)
Charges Uniformes
Barre
Arbalétrier
T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
Page 34/77

---Debut Barre--Vert.
Horiz.
-0.607
-0.607
-0.607
-0.797
-0.607
-0.611
-0.608

0.000
0.000
0.000
0.000
0.000
0.000
0.000

----Fin Barre---Vert.
Horiz.
-0.607
-0.607
-0.607
-0.797
-0.607
-0.611
-0.608

1
1
0.192 1
0.192 1
0.226 1
0.171 1

----------- Hauteur ----------Réelle
Néc.
Taux
(mm)
(mm)
Cis.
197
121
0.61
247
3
0.01

Flèche Globale
Noeud

1
1

0.000
0.000
0.000
0.000
0.000
0.000
0.000

Signal

Signal

Etude : 1553286A - FP3
T4 8-9
-0.604
T4 9-10
-0.794
T4 10-11
-0.604
T4 11-12
-0.604
Entrait
B1 13-14
-0.219
B1 14-15
-0.219
B1 15-16
-2.004
B3 16-17
-2.004
B3 17-18
-0.219
B3 18-19
-0.219
K2 6-8
-0.020
WOH2 20-12
-0.202
Fiches
Intérieur
K1 5-9
-0.136

MiTek Industries S.A.
0.000
0.000
0.000
0.000

-0.604
-0.794
-0.604
-0.604

0.000
0.000
0.000
0.000

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

-0.219
-0.219
-2.004
-2.004
-0.219
-0.219
-0.020
-0.202

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

0.000

-0.136

0.000

Charges Ponctuelles
Noeud
J5
J9
J15
J33

X
(mm)
2792
6168
2182
7672

Y
(mm)
2891
2891
124
124

Vert.
(kN)
-0.888
-0.962
-3.573
-3.979

Horiz.
(kN)
0.000
0.000
0.000
0.000

Moment
(kNm)
0.000
0.000
0.000
0.000

Fermes Portées

AJ3
AJ4

Efforts/Moments aux Extremites
------ Debut de Barre ----Effort
Effort
Moment
Tranch.
Normal
(kN)
(kN)
(kNm)
Arbalétrier
T1 1-2
T1 2-3
T1 3-4

8.387
-1.395
1.719

-7.037
1.171
-12.742

0.000
-1.945
-0.212

------- Fin de Barre
Effort
Effort
Tranch.
Normal
(kN)
(kN)
-8.304
1.783
-1.125

-6.968
1.496
-12.244

-----Moment
(kNm)
1.945
0.212
2.583

T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10
T4 10-11
T4 11-12
EV1 14-2
EV2 18-20
EV2 20-11
Entrait
B1 13-14
B1 14-15
B1 15-16
B3 16-17
B3 17-18
B3 18-19
K2 6-8
WOH2 20-12
Fiches
W2 3-15
W3 17-11
W5 14-3
Intérieur
K1 5-9
Z1 15-4
Z2 17-10

Créé le lundi 16 novembre 2015
-----Moment

------ Debut de Barre ----Effort
Effort
Moment
Tranch.
Normal
(kN)
(kN)
(kNm)
-3.923
-8.087
-2.583
1.432
0.438
0.765
0.228
-0.493
-0.077
-0.033
-0.324
0.000
-1.565
0.326
0.489
3.880
-8.125
1.561
-0.890
-12.047
-1.455
0.809
-0.021
0.687
0.000
12.661
0.000
0.717
-1.492
0.000
-0.361
-16.381
-0.262

------- Fin de Barre
Effort
Effort
Tranch.
Normal
(kN)
(kN)
4.287
-7.765
-1.204
0.629
0.326
-0.015
0.585
-0.800
1.791
0.136
-3.516
-8.447
1.520
-12.576
-0.410
-0.356
0.000
12.661
-0.717
-1.492
0.361
-16.381

(kNm)
-0.765
0.077
0.000
-0.489
-1.561
1.455
-0.687
0.000
0.000
0.262
0.000

0.000
0.760
3.089
-4.462
5.872
0.015
0.024
0.086

0.000
8.599
8.657
8.657
0.457
0.000
1.480
0.536

0.000
0.001
-1.117
1.470
5.855
0.001
0.000
0.000

0.015
-0.298
4.462
6.122
-1.606
0.000
0.024
0.086

0.000
8.599
8.657
8.657
0.457
0.000
1.480
0.536

-0.001
1.117
-1.470
-5.855
-0.001
0.000
0.000
0.000

0.000
0.000
0.000

0.077
10.482
-14.671

0.000
0.000
0.000

0.000
0.000
0.000

0.077
10.482
-14.671

0.000
0.000
0.000

0.230
0.000
0.000

-9.912
6.312
5.464

0.000
0.000
0.000

0.230
0.000
0.000

-9.912
6.312
5.464

0.000
0.000
0.000

Verification des Contraintes pour le cas de charge 11
Barres Externes:
Barre

--Section-BxH Cat.

T1 1-2
36x197 C24 +
T1 1-2
36x197 C24
T1 2-3
36x197 C24 +
T1 2-3
36x197 C24
T1 3-4
36x197 C24 +
T1 3-4
36x197 C24
T1 4-5
36x197 C24 +
T1 4-5
36x197 C24
T1 5-6
36x197 C24 +
T1 5-6
36x112 C24 +
T1 5-6
36x197 C24
T2 6-7
36x112 C24
T3 7-8
36x112 C24
T4 8-9
36x197 C24 +
T4 8-9
36x112 C24 +
T4 8-9
36x197 C24
T4 9-10
36x197 C24 +
T4 9-10
36x197 C24
T4 10-11
36x197 C24 +
T4 10-11
36x197 C24
T4 11-12
36x197 C24 +
T4 11-12
36x197 C24
EV1 14-2
36x97 C24
EV2 18-20
36x97 C24
B1 13-14
36x247 C24 +
B1 13-14
36x247 C24
B1 14-15
36x247 C24 +
B1 14-15
36x247 C24
B1 15-17
36x247 C24 +
B1 15-17
36x247 C24
B3 17-18
36x247 C24 +
B3 17-18
36x247 C24
B3 18-19
36x247 C24 +
B3 18-19
36x247 C24
K2 6-8
36x97 C24
WOH2 20-12
36x246 C24
Barres Internes:
Barre
--Section-BxH Cat.
K1 5-9
Z1 15-4
Z2 17-10
Page 35/77

36x147 C24
36x97 C24
36x97 C24

--- Maximum --Effort
Moment
(kN)
(kNm)
-3.487
0.876

--Plan Ferme -K
Taux
1.000

1.000

0.262

0.372

1.000

0.372

0.334

1.000

0.334

0.127
0.336
0.184

0.806
0.806

0.128
0.339

1.000

0.203

1.000

0.203

1.000

0.228

1.000

0.228

1.000

0.078

1.000

0.078

0.601

0.895

-6.147

1.195

1.000

-4.028

1.131

1.000

0.266

-0.392

-0.296
-0.752
0.090

0.152
-0.401
-0.841

0.980
0.980

-4.079

-0.623

-6.050

0.645

-0.027

-0.299

0.262
0.242

0.089

12.661
-1.492
0.000

0.000
0.236
-0.000

4.300

0.525

0.136

4.328

1.749

0.339

0.229

-2.543

0.424

0.000

-0.000

1.480
0.536

1.000

0.014
0.018

--- Maximum --Effort
Moment
(kN)
(kNm)
-9.912
0.194
6.312
0.000
5.464
0.000

---Plan Perp--Signal
K
Taux ATF

0.372
0.283

1.000

0.283

0.059
0.009
--Plan Ferme -K
Taux
0.490

0.359
0.185
0.160

1

---Plan Perp--Signal
K
Taux ATF
0.264

0.588

2

Etude : 1553286A - FP3
EV2 20-11
36x219 C24
W2 3-15
36x72 C24
W3 17-11
36x72 C24
W5 14-3
36x97 C24
Noeuds:
Noeud
--Section-BxH Cat.
J1
J1
J2
J2
J3
J3
J4
J4
J5
J5
J6
J7
J7
J8
J9
J9
J10
J10
J11
J11
J12
J12
J18
J20
J14
J14
J15
J15
J17
J17
J18
J18
J19
J19

T1 1-2
T1 1-2
T1 1-2
T1 1-2
T1 3-4
T1 3-4
T1 3-4
T1 3-4
T1 4-5
T1 4-5
T2 6-7
T2 6-7
T3 7-8
T3 7-8
T4 9-10
T4 9-10
T4 10-11
T4 10-11
T4 10-11
T4 10-11
T4 11-12
T4 11-12
EV2 18-20
EV2 18-20
B1 14-15
B1 14-15
B1 15-17
B1 15-17
B1 15-17
B1 15-17
B3 17-18
B3 17-18
B3 18-19
B3 18-19

36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x112
36x112
36x112
36x112
36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x97
36x97
36x247
36x247
36x247
36x247
36x247
36x247
36x247
36x247
36x247
36x247

C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24

-16.381
0.077
10.482
-14.671

+

0.236
0.000
0.000
0.000

1.000

0.839

0.195
0.003
0.415
0.351

--- Maximum --Effort
Moment
(kN)
(kNm)
-3.515
0.098

0.613

0.627

--Plan Ferme -K
Taux

MiTek Industries S.A.
Noeud

0.287

0.470

1

---Plan Perp--Signal
K
Taux ATF

1.000

0.060

1.000

0.060

1

+

-3.484

0.972

1.000

0.288

1.000

0.288

1

+

-6.346

0.247

1.000

0.127

1.000

0.127

1

+

-6.122

1.291

1.000

0.397

1.000

0.397

1

+

-3.882

-0.382

1.000

0.138

1.000

0.138

1

+

-0.445
-0.063
-0.372
-0.800
-4.063

0.109
0.047
-0.010
-0.489
-0.780

1.000
1.000
1.000
1.000
1.000

0.096
0.039
0.014
0.408
0.243

1.000
1.000
1.000
1.000
1.000

0.096
0.039
0.014
0.408
0.243

1
1
1
1
1

+

-6.024

0.727

1.000

0.249

1.000

0.249

1

+

-6.288

-0.344

1.000

0.152

1.000

0.152

1

+

-0.161

-0.024

1.000

0.008

1.000

0.008

1

J6
J8
J20
J12
J5
J9
J20
J11

--Section-BxH Cat.

--- Maximum ----Plan Ferme -Effort
Moment
K
Taux
(kN)
(kNm)
1.480
0.005
0.049
1.480
0.005
0.049
0.536
0.007
0.007
0.536
0.007
0.007
-9.912
0.070
1.000
0.164
-9.912
0.070
1.000
0.164
-16.381
0.262
1.000
0.201
-16.381
0.026
1.000
0.151

K2 6-8
36x97 C24
K2 6-8
36x97 C24
WOH2 20-12 36x246 C24
WOH2 20-12 36x246 C24
K1 5-9
36x147 C24
K1 5-9
36x147 C24
EV2 20-11 36x219 C24
EV2 20-11 36x219 C24

Créé le lundi 16 novembre 2015
---Plan Perp--Signal
K
Taux ATF
1
1
1
1
1.000
1.000
1.000
1.000

0.164 1
0.164 1
0.201 1
0.151 1

Reactions d'appuis

1.000
1.000

0.058
0.311
0.062

1.000
1.000

Noeud
Appui
J1
J20

----- Reaction -----Verti
Horiz
(kN)
(kN)
10.948
0.000
14.880
0.000

----- Largeur -----Réelle
Néc.
(mm)
(mm)
220
58
220
120

----------- Hauteur ----------Réelle
Néc.
Taux
(mm)
(mm)
Cis.
197
106
0.54
247
2
0.01

Signal

RESUME DU CALCUL
Contraintes

+

-1.492
-1.492
4.300

0.026
0.262
0.078

0.058
0.311

+

4.328

1.163

0.242

1

+

4.328

-2.927

0.535

1

+

0.229

-0.107

0.020

1

+

0.000

0.000

Barre

1
1
1

1

-SectionBxH Cat.
36x197 C24 +
36x197 C24
36x197 C24 +
36x197 C24
36x197 C24 +
36x197 C24
36x197 C24 +
36x197 C24
36x197 C24 +
36x112 C24 +
36x197 C24
36x112 C24
36x112 C24
36x197 C24 +
36x112 C24 +
36x197 C24
36x197 C24 +
36x197 C24
36x197 C24 +
36x197 C24
36x197 C24 +
36x197 C24
36x97 C24
36x97 C24
36x219 C24
36x247 C24 +
36x247 C24
36x247 C24 +
36x247 C24
36x247 C24 +
36x247 C24
36x247 C24 +
36x247 C24
36x247 C24 +
36x247 C24
36x247 C24 +
36x247 C24
36x97 C24
36x246 C24
36x72 C24
36x72 C24
36x97 C24
36x147 C24
36x97 C24
36x97 C24

T1 1-2
T1 1-2
T1 2-3
T1 2-3
T1 3-4
T1 3-4
T1 4-5
T1 4-5
T1 5-6
T1 5-6
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 8-9
T4 8-9
T4 9-10
T4 9-10
T4 10-11
T4 10-11
T4 11-12
T4 11-12
EV1 14-2
EV2 18-20
EV2 20-11
B1 13-14
B1 13-14
B1 14-15
B1 14-15
B1 15-16
B1 15-16
B3 16-17
B3 16-17
B3 17-18
B3 17-18
B3 18-19
B3 18-19
K2 6-8
WOH2 20-12
W2 3-15
W3 17-11
W5 14-3
K1 5-9
Z1 15-4
Z2 17-10
Noeuds:
Noeud
--Section-BxH Cat.
J1
J1
J2
J2
J3
J3
J4
J4
J5
Page 36/77

T1
T1
T1
T1
T1
T1
T1
T1
T1

1-2
1-2
1-2
1-2
3-4
3-4
3-4
3-4
4-5

36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x197

C24
C24
C24
C24
C24
C24
C24
C24
C24

Cas
1

Effort
(kN)
-2.652

Moment
(kNm)
0.666

Taux
Max.
0.299

Taux
Cis.
0.613

1

0.457

0.681

0.276

0.116

1

-4.635

0.889

0.416

0.102

1

-3.077

0.842

0.374

0.291

2

0.319

-0.289

0.101

0.096

20
5
1

-0.733
-0.524
0.024

0.306
-0.339
-0.622

0.281
0.427
0.203

0.103
0.084
0.126

1

-3.111

-0.461

0.226

0.275

1

-4.562

0.472

0.252

0.086

1

-0.008

-0.227

0.089

0.059

1
5
1
16

9.626
-3.234
-12.384
0.000

0.000
0.211
0.173
-0.000

0.424
0.438
0.324
0.000

0.000
0.251
0.046
0.001

5

2.801

0.459

0.163

0.052

2

2.991

1.320

0.379

0.257

5

2.814

-1.285

0.368

0.351

5

0.047

-2.025

0.504

0.274

1

0.000

-0.000

0.000

0.001

4
5
17
1
1
1
1
1

-0.465
0.235
-0.361
7.929
-11.080
-7.404
4.633
3.988

0.013
0.032
0.000
0.000
0.000
0.177
0.000
0.000

0.081
0.012
0.117
0.471
0.533
0.681
0.204
0.176

0.000
0.023
0.000
0.000
0.000
0.040
0.000
0.000

ATF

Signal

1

1
2

Cas ---- Maximum ---- ---Plan (yy)--- ---Plan (xx)--Signal
Effort
Moment
K
Taux
K
Taux ATF
(kN)
(kNm)
+ 1
-2.673
0.074
1.000
0.069
1.000
0.069 1
+

1

-2.649

0.739

1.000

0.328

1.000

0.328

1

+

1

-4.788

0.185

1.000

0.143

1.000

0.143

1

+

1

-4.615

0.960

1.000

0.443

1.000

0.443

1

+

2

-2.683

-0.281

1.000

0.149

1.000

0.149

1

Etude : 1553286A - FP3
J5 T1 4-5
36x197 C24
J6 T2 6-7
36x112 C24
J7 T2 6-7
36x112 C24
J7 T3 7-8
36x112 C24
J8 T3 7-8
36x112 C24
J9 T4 9-10 36x197 C24 +
J9 T4 9-10 36x197 C24
J10 T4 10-11 36x197 C24 +
J10 T4 10-11 36x197 C24
J11 T4 10-11 36x197 C24 +
J11 T4 10-11 36x197 C24
J12 T4 11-12 36x197 C24 +
J12 T4 11-12 36x197 C24
J18 EV2 18-20 36x97 C24
J19 B3 18-19 36x247 C24 +
J19 B3 18-19 36x247 C24
J6 K2 6-8
36x97 C24
J8 K2 6-8
36x97 C24
J20 WOH2 20-12 36x246 C24
J12 WOH2 20-12 36x246 C24
J5 K1 5-9
36x147 C24
J9 K1 5-9
36x147 C24
J20 EV2 20-11 36x219 C24
J11 EV2 20-11 36x219 C24

MiTek Industries S.A.

Créé le lundi 16 novembre 2015

Deformations
13
13
5
1
1

0.193
0.395
-0.326
-0.616
-3.098

2
1
1
5

0.255
0.015
-0.026
-0.370
-0.577

1.000
1.000
1.000

0.211
0.022
0.040
0.463
0.271

1.000
1.000
1.000

0.040
0.463
0.271

1
1
1
1
1

-4.201
-4.744

0.547

1.000

0.276

1.000

0.276

1

-0.261

1.000

0.172

1.000

0.172

-0.111

-0.018

1

1.000

0.009

1.000

0.009

1

-3.234
0.000

1
15
15
1
1
1
1
1
1

1.918
1.918
0.390
0.390
-7.404
-7.404
-12.384
-12.384

0.023
0.000

1.000

0.004
0.004
0.006
0.006
0.064
1.000
0.064
1.000
0.193
1.000
0.019
1.000

0.135

1.000

0.135

Barre

1
1

0.061
0.061
0.008
0.008
0.192
1.000
0.192
1.000
0.226
1.000
0.171
1.000

1
1
1
1
0.192 1
0.192 1
0.226 1
0.171 1

Reactions d'appuis
-------------Normale------------Deformation
Noeud
vert.
soul.
horz.
J1
8.325(1)
0.496(7)
J20
11.298(1)
0.000(1)
Noeud
Largeur
Hauteur
Signal
min. (mm)
min. (mm)
J1
69
121
J20
136
6

------------Extreme-------------vert.
10.948(11)
14.880(11)

soul.

horz.
0.973(15)
0.000

Permanente
vert.
5.039
6.775

vert.
8.325
11.298

T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10
T4 10-11
T4 11-12
EV1 14-2
EV2 18-20
EV2 20-11
B1 13-14
B1 14-15
B1 15-16
B3 16-17
B3 17-18
B3 18-19
K2 6-8
WOH2 20-12
W2 3-15
W3 17-11
W5 14-3
K1 5-9
Z1 15-4
Z2 17-10

Panneau
Max.
-0.01(1)
-0.28(1)
-0.86(1)
-0.15(1)
0.03(7)
-1.74(5)
1.73(5)
0.11(1)
0.09(1)
-0.34(1)
0.08(1)
0.00(1)
-0.08(5)
-0.03(5)
0.00(1)
-0.43(5)
-5.18(5)
-5.18(5)
0.70(5)
0.00(1)
-0.43(1)
-0.01(5)
-0.00(5)
-0.00(5)
-0.00(5)
-3.30(1)
0.00(1)
0.00(1)

Segment
Max.
-1.71(1)
-7.44(1)
-11.67(5)
-11.63(5)
-10.74(5)
-9.88(5)
9.04(5)
8.99(5)
-4.47(1)
4.96(5)
2.13(5)
0.00(5)
-0.00(5)
0.00(7)
-0.35(5)
-9.86(5)
-11.60(1)
-11.60(1)
1.53(5)
0.15(5)
0.01(5)
-0.00(5)
-0.01(5)
-0.00(5)
0.00(1)
-2.05(7)
0.01(1)
0.00(5)

--- Noeud Debut --X
Y
0.00(1)
0.00(1)
1.16(1)
-1.41(1)
5.21(1)
-6.22(1)
8.41(5) -10.20(5)
8.04(5)
-9.85(5)
7.70(5)
-9.44(5)
1.78(5)
-2.58(5)
7.84(5)
4.49(5)
7.01(5)
3.50(5)
5.35(5)
1.68(5)
3.64(5)
-0.18(1)
1.01(1)
-1.74(1)
1.33(1)
0.29(5)
2.45(1)
0.00(1)
1.01(1)
-1.40(1)
1.01(1)
-1.74(1)
1.11(1) -10.77(1)
1.11(1) -10.77(1)
1.33(1)
1.10(5)
1.33(1)
0.29(5)
7.70(5)
-9.44(5)
2.45(1)
0.00(1)
5.21(1)
-6.22(1)
1.33(1)
1.10(5)
1.01(1)
-1.74(1)
8.04(5)
-9.85(5)
1.11(1) -10.77(1)
1.33(1)
1.10(5)

--- Noeud Fin --X
Y
1.16(1)
-1.41(1)
5.21(1)
-6.22(1)
8.41(5) -10.20(5)
8.04(5)
-9.85(5)
7.70(5)
-9.44(5)
1.78(5)
-2.58(5)
7.84(5)
4.49(5)
7.01(5)
3.50(5)
5.35(5)
1.68(5)
3.64(5)
-0.18(1)
2.46(1)
-1.63(5)
1.16(1)
-1.41(1)
2.45(1)
0.00(1)
3.64(5)
-0.18(1)
1.01(1)
-1.74(1)
1.11(1) -10.77(1)
1.33(1)
1.10(5)
1.33(1)
1.10(5)
1.33(1)
0.29(5)
1.33(1)
0.15(5)
7.84(5)
4.49(5)
2.46(1)
-1.63(5)
1.11(1) -10.77(1)
3.64(5)
-0.18(1)
5.21(1)
-6.22(1)
7.01(5)
3.50(5)
8.41(5) -10.20(5)
5.35(5)
1.68(5)

Signal

Notas importants:
1. Antiflambage:
Lisse d'Antiflambage necessaires aux barres:
W 5-9 , W14-3
La fixation du dispositif d'antiflambage sera réalisé de manière à reprendre par ferme
et par versant un effort perpendiculaire à l'arba F = Effort axial arba/60 = 0.273kN
Cette valeur est à multiplier par le nombre de fermes intéressées par le dispositif.

Remarques:
1.

C'est la responsabilite du client de s'assurer que les donnees
ci-dessus: dimensions, pentes, charges et autres
caracteristiques sont celles demandees par le maitre d'ouvrage.
2. Cette note de calcul propre a chaque element triangule ne
dispense pas de l'execution d'un plan de pose et de
contreventement adapte au batiment etudie.
3. Poids de la Ferme 147.783 - 162.562 Kg
Options de calcul choisies par l'utilisateur :
- Niveau de l'utilisateur: Expert.
- Désactivation de la limite de flèche de 10mm pour les poutres.
- Désactivation de la vérification de la déformation vers le haut pour les extrémités des arba «queue
de vache».
- L'utilisateur a choisi de dimensionner les joints d'aboutage en ne considérant que 50%
des efforts de compression, comformément a DTU 31.3 Annexe C : C6.2.1.1.
- L'utilisateur prend la responsabilité du choix de calculer le joint d'aboutage en entrait porteur
selon la méthode préconisée au paragraphe DTU 31.3 Annexe C : C6.2.3

Informations Plaques
Plaques utilisées:
M20
01.370029v2
1. Les aboutages sont normalement placés entre 10 et 25 % de la longueur du panneau.
2. Tolérance du positionnement = 10 (mm)
3. EM: Effort de manutention: 1.000 kN (second genre).
Noeud
Plaque
Position(x1)
(y1)
(x2)
(y2) (mm)
Jauge
Code
2
M20
0930
8
256
3
M20
1320
87
52
4
M20
0920
3
183
5
M20
0920
0
0
6
M20
0920
159
3
7
M20
1010
51
49
8
M20
0920
159
3
9
M20
0920
0
0
10
M20
0920
3
183
11
M20
1530
2
172
11
M20
1530
5627
5904
12
M20
1320
0
0
14
M20
2025
90
149
15
M20
1325
64
145
16
M20
1025
0
0
16
M20
1025
0
0
Page 37/77

Etude : 1553286A - F3
17
M20
2025
18
M20
0920
20
M20
2025

MiTek Industries S.A.
91
0
118

153
0
142

F3
INFORMATIONS GENERALES
Etude faite par:
CHAMPEAU SA
Avenue de la libération, BP 116
87221 FEYTIAT CEDEX, HAUTE VIENNE, France
Tel : (33) 05.55.31.75.75
Fax : (33) 05.55.31.75.76
Adresse client:
Adresse chantier:
DEPREUX

Fermes de fabrications
F3
Les calculs ont pour base technique:
Les documents techniques unifies DTU.
Regles N.V.65 et N 84 (carte de neige)
DTU 31.3 Annexe C(Regles CB71), NF P21.110 etc...
Methode de calcul utilises:
Calcul hyperstatique de structure plane a barres.
Unites utilisees:
mm, deg, MPa
Conventions:
Efforts : Negatif (-) = Compression, Positif (+) = Traction
Reactions: Negatif (-) = Soulevement, Positive (+) = Descente
Caracteristiques des bois:
Categorie de bois
: C24 SE
Module d'elasticite axial : 10000.0
Coefficient de fluage
: 1.5
Densite
: 420.00 Kg/m^3
Contraintes admissibles
:
Flexion
// : 11.00 MPa
Traction
// : 6.50 MPa
Traction
T : 0.20 MPa
Compression // : 9.50 MPa
Compression
T : 2.30 MPa
Cisaillement // : 1.10 MPa
Caracteristiques des connecteurs:
Type de plaque : M20
Réf. PV Essai 01.370029v2
Mardi 31 Mars 2015
© Copyright 2008-2009 MiTek Holdings, Inc. All Rights reserved.

Page 38/77

Créé le lundi 16 novembre 2015

Etude : 1553286A - F3

GEOMETRIE ET MODELE DE LA STRUCTURE
Schema de la Structure

67

8

910
11

5
4

12

3
12

15
16

13
14

17

18

19

20

Dimensions du batiment:
Longueur (a)
:
15 m
Largeur (b)
:
8 m
Hauteur totale (H)
:
10 m
Hauteur au faitage (h)
:
10 m
Pente Gauche
: 40.00 deg
Pente Droite
: 40.00 deg
Portee
: 8960 mm
Entraxe des fermes
:
620 mm
Hauteur Hors-tout
: 4407 mm
Longueur Hors-tout
: 9390 mm
Prolonge Gauche Arba.
:
215 mm
Prolonge Droite Arba.
:
215 mm
Entraxe lattes Arba.(*) :
620 mm
Entraxe lattes Entrait(*):
0 mm
(*) - Valeurs de saisie, voir les longueurs de flambement calculees
en 'Caracteristiques des barres.'
Coordonnees des noeuds:
Coordonnees
Liberte
Noeud
X
Y
(mm)
(mm)
Horiz. Vert.
Rot.
J1
-110
428
1
1
0 Appui
J7
3312
3326
0
0
0
J14
9070
428
0
1
0 Appui
J9
5648
3326
0
0
0
J5
2807
2903
0
0
0
J8
4480
4334
0
0
0
J11
6153
2903
0
0
0
J15
0
124
0
0
0
J18
5950
124
0
0
0
J17
2182
124
0
1
0 Appui
J4
2182
2350
0
0
0
J20
7959
124
0
0
0
J12
7959
1360
0
0
0
J16
69
124
0
0
0
J2
69
577
0
0
0
J21
8892
124
0
0
0
J13
8892
577
0
0
0
J3
904
1278
0
0
0
J22
8960
124
0
0
0
J6
3284
3275
0
1
0 Appui
J10
5676
3276
0
1
0 Appui
J19
6806
124
0
1
0 Appui
J23
6975
2200
0
0
0
J24
7720
1564
0
0
0
0=Libre, 1=Fix
Caracteristiques des barres:
Project. Longueur
Conditions
Barre
-------Section-------Longueur
X
Flambage Pente
Extremites
Debut-Fin Pli Coef BxH
Cat
(mm)
(mm)
(mm)
(deg)
Debut-Fin
T1 1-2
1
1.0 36x197 C24
233
179
558
40.00
Pin-Fix
T1 2-3
1
1.0 36x197 C24
1091
835
558
40.00
Fix-Fix
T1 3-4
1
1.0 36x197 C24
1668
1278
558
40.00
Fix-Fix
T1 4-5
1
1.0 36x197 C24
835
626
558
41.46
Fix-Fix
T1 5-6
1
1.0 36x197 C24 +
605
477
558
37.99
Fix-Fix
T1 5-6
36x112 C24
T1 6-7
1
1.0 36x197 C24 +
58
28
558
61.52
Fix-Fix
T1 6-7
36x112 C24
T2 7-8
1
1.0 36x112 C24
1543
1168
558
40.79
Fix-Pin
T3 8-9
1
1.0 36x112 C24
1543
1168
558
-40.79
Pin-Fix
T4 9-10
1
1.0 36x197 C24 +
57
27
558
-61.71
Fix-Fix

21
22

MiTek Industries S.A.
T4 9-10
T4 10-11
T4 10-11
T4 11-23
T3 23-24
T4 24-12
T4 12-13
T4 13-14
EV1 16-2
B1 15-16
B1 15-16
B1 16-17
B1 16-17
B1 17-18
B1 17-18
B3 18-19
B3 18-19
B3 19-20
B3 19-20
B3 20-21
B3 20-21
B3 21-22
B3 21-22
K2 7-9
EV2 21-13
W4 12-21
W5 16-3
W6 3-17
K1 5-11
Z1 17-4
Z2 20-12

Page 39/77

Créé le lundi 16 novembre 2015
1

1.0

1
1
1
1
1
1
1

1.0
1.0
1.0
1.0
1.0
1.0
1.0

1

1.0

1

1.0

1

1.0

1

1.0

1

1.0

1

1.0

1
1
1
1
1
1
1
1

1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0

36x112
36x197
36x112
36x197
0x0
36x197
36x197
36x197
36x97
36x247
36x247
36x247
36x247
36x247
36x247
36x247
36x247
36x247
36x247
36x247
36x247
36x247
36x247
36x97
36x97
36x72
36x97
36x72
36x172
36x97
36x97

C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24

+

605

477

558

-37.99

Fix-Fix

+

1082
980
313
1218
233
454
69

822
745
238
933
179
454
69

558
980
558
558
558
454
69

-40.51
-40.51
-40.51
-40.00
-40.00
90.00
0.00

Fix-Fix
Fix-Fix
Fix-Fix
Fix-Fix
Fix-Pin
Pin-Pin
Pin-Fix

+

2113

2113

2113

0.00

Fix-Fix

+

3769

3769

2312

0.00

Fix-Fix

+

856

856

2312

0.00

Fix-Fix

+

1152

1152

1152

0.00

Fix-Fix

+

933

933

933

0.00

Fix-Fix

+

69

69

69

0.00

Fix-Pin

2337
454
1549
1425
1722
3346
2227
1237

2337
454
933
835
1278
3346
2227
1237

2337
454
1549
1425
1722
1673
1113
1237

0.00
90.00
-52.97
54.12
-42.11
0.00
90.00
90.00

Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin

Etude : 1553286A - F3

MiTek Industries S.A.
Cas
Charge

HYPOTHESES DE CHARGES ET SURCHARGES
Charges permanentes:
Couverture
Plancher/Cloison
Surcharge d'exploitation:
Permanente
20%
Surcharge de neige:
Region de neige
Surcharge de vent:
Région de vent

:
:
:

0.300
0.550

0.300

Plafond haut
Plafond bas
Temporaire

80%

:
:
:

Cas
Charge

0.200
0.200

1.200

:

A1

Altitude

:

200 m

:

II

Nature du Site

: Normal

Combinaisons de charges vérifiées:
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas

1:
2:
17:
3:
4:
5:
7:
11:
13:
15:
16:
18:
19:
20:
21:
22:
23:
24:
25:
26:

Charges Permanentes + Neige Normale (Cas 1)
Charges Perm. + Charges d'Exploitation Maj. 20% (Cas 1bis)
Charges Uniform Perm.+ Exploitation. Maj. 20%
Charges Permanentes + 1kN Arba (Cas 2)
Charges Permanentes + Neige + 1kN Entrait (Cas 2bis)
Vent Normal G->D Depression Interne (Cas 3)
Vent Normal D->G Depression Interne (Cas 3)
Charges Permanentes + Neige Extreme (Cas 4)
Vent Extreme G->D Surpression Interne (Cas 5)
Vent Extreme D->G Surpression Interne (Cas 5)
Vent Extreme Parallele Surpression Interne (Cas 5bis)
Charges Permanentes + 1kN Arba (Cas 2) (1)
Charges Permanentes + 1kN Arba (Cas 2) (2)
Charges Permanentes + 1kN Arba (Cas 2) (3)
Charges Permanentes + 1kN Arba (Cas 2) (4)
Charges Permanentes + 1kN Arba (Cas 2) (5)
Charges Permanentes + 1kN Arba (Cas 2) (6)
Charges Permanentes + 1kN Arba (Cas 2) (7)
Charges Permanentes + 1kN Arba (Cas 2) (8)
Charges Permanentes + 1kN Arba (Cas 2) (9)

Reactions d'appuis par Cas de Charges
Cas
Charge
1
1
1
2
2
2
17
17
17
3
4
5
5
5
7
7
7
11
13
15
16
18
19
20
21
22
23
24
25
26

Nom

TOTAL
perm
temps
TOTAL
perm
temps
TOTAL
perm
temps
TOTAL
TOTAL
TOTAL
perm
temps
TOTAL
perm
temps
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL

Appui
Verti
(kN)
-0.175
0.094
-0.269
-0.451
0.094
-0.545
-0.507
0.025
-0.532
0.325
0.565
-0.485
0.094
-0.579
-0.116
0.094
-0.210
-0.317
-0.929
-0.080
-0.179
-0.203
-0.426
-0.426
-0.398
-0.428
-0.368
-0.368
-0.321
-0.424

1
Horiz
(kN)
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
-0.459
0.000
-0.459
0.459
0.000
0.459
0.000
-0.640
1.122
0.322
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

Appui
Verti
(kN)
-0.082
0.138
-0.220
-0.301
0.138
-0.439
-0.232
0.096
-0.328
-0.270
0.477
-0.264
0.138
-0.402
-0.098
0.138
-0.236
-0.193
-0.508
-0.334
-0.182
-0.304
-0.269
-0.269
-0.272
-0.286
-0.239
-0.239
-0.085
0.361

14
Horiz
(kN)
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

Appui
Verti
(kN)
5.013
2.671
2.343
5.376
2.671
2.705
4.994
2.322
2.671
5.137
1.329
5.197
2.671
2.526
4.562
2.671
1.891
6.750
4.063
3.159
1.415
5.341
4.936
4.936
4.292
4.672
4.147
4.147
3.965
4.447

17
Horiz
(kN)
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

Créé le lundi 16 novembre 2015
Nom

Appui
Verti
(kN)
1.268
0.944
0.324
0.923
0.944
-0.021
0.799
0.818
-0.019
0.963
1.296
1.293
0.944
0.349
0.731
0.944
-0.213
1.596
0.536
-0.381
-0.162
0.742
1.384
1.384
1.815
0.809
1.073
1.073
1.168
0.825

6
Horiz
(kN)
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

1
1
1
2
2
2
17
17
17
3
4
5
5
5
7
7
7
11
13
15
16
18
19
20
21
22
23
24
25
26

Appui
Verti
(kN)
Appui
Verti
(kN)
1.388
1.035
0.354
1.012
1.035
-0.022
0.879
0.900
-0.021
1.066
1.418
0.950
1.035
-0.085
1.269
1.035
0.234
1.746
-0.098
0.238
-0.198
0.905
0.877
0.877
1.034
1.734
1.822
1.822
1.234
0.905

Nom

TOTAL
perm
temps
TOTAL
perm
temps
TOTAL
perm
temps
TOTAL
TOTAL
TOTAL
perm
temps
TOTAL
perm
temps
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL

10
Horiz
(kN)
10
Horiz
(kN)
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

Appui
Verti
(kN)
Appui
Verti
(kN)
5.628
3.008
2.620
6.167
3.008
3.159
6.349
2.748
3.601
5.537
1.148
5.462
3.008
2.454
5.654
3.008
2.646
7.561
4.416
4.696
2.138
5.190
5.169
5.169
5.200
5.169
5.236
5.236
5.709
5.558

19
Horiz
(kN)
19
Horiz
(kN)
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

RESULTATS DE CALCUL
Cas de Charge 1: Coef =1.00 Charges Permanentes + Neige Normale (Cas 1)
Charges Uniformes
Barre
Arbalétrier
T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T1 6-7
T2 7-8
T3 8-9
T4 9-10
T4 10-11
T4 11-23
T3 23-24
T4 24-12
T4 12-13
T4 13-14
Entrait
B1 15-16
B1 16-17
B1 17-18
B3 18-19
B3 19-20
B3 20-21
B3 21-22
K2 7-9
Fiches
Intérieur
K1 5-11

---Debut Barre--Vert.
Horiz.

----Fin Barre---Vert.
Horiz.

-0.435
-0.435
-0.435
-0.607
-0.427
-0.607
-0.439
-0.439
-0.610
-0.427
-0.601
-0.041
-0.601
-0.435
-0.435

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

-0.435
-0.435
-0.435
-0.607
-0.427
-0.607
-0.439
-0.439
-0.610
-0.427
-0.601
-0.041
-0.601
-0.435
-0.435

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

-0.199
-0.199
-1.470
-1.470
-1.005
-0.199
-0.199
-0.019

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

-0.199
-0.199
-1.470
-1.470
-1.005
-0.199
-0.199
-0.019

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

-0.124

0.000

-0.124

0.000

Efforts/Moments aux Extremites
------ Debut de Barre ----Effort
Effort
Moment
Tranch.
Normal
(kN)
(kN)
(kNm)
Arbalétrier
T1 1-2
T1 2-3
T1 3-4
Page 40/77

-0.134
0.132
0.235

0.112
-0.111
-0.178

0.000
0.038
0.047

------- Fin de Barre
Effort
Effort
Tranch.
Normal
(kN)
(kN)
0.193
0.147
0.192

0.162
0.123
0.179

-----Moment
(kNm)
-0.038
-0.047
-0.011

Etude : 1553286A - F3
T1 4-5
0.052
T1 5-6
0.024
T1 6-7
0.887
T2 7-8
0.238
T3 8-9
0.125
T4 9-10
-0.893
T4 10-11
0.205
T4 11-23
0.302
T3 23-24
-0.073
T4 24-12
-0.096
T4 12-13
0.211
T4 13-14
0.123
EV1 16-2
0.000
Entrait
B1 15-16
0.000
B1 16-17
-0.724
B1 17-18
3.350
B3 18-19
-2.188
B3 19-20
2.180
B3 20-21
0.471
B3 21-22
0.014
K2 7-9
0.022
Fiches
EV2 21-13
0.000
W4 12-21
0.000
W5 16-3
0.000
W6 3-17
0.000
Intérieur
K1 5-11
0.207
Z1 17-4
0.000
Z2 20-12
0.000

MiTek Industries S.A.
-0.027
0.892
-0.128
-0.483
-0.170
-0.144
1.071
0.277
-0.044
-0.064
0.177
0.103
-0.424

0.011
0.086
0.120
0.069
0.000
0.107
0.158
0.083
-0.041
0.042
0.089
0.022
0.000

0.233
0.136
-0.878
0.150
0.263
0.901
-0.044
0.073
0.096
0.205
0.100
-0.063
0.000

0.224
1.018
-0.113
-0.148
-0.505
-0.159
0.946
-0.044
-0.064
-0.157
-0.084
0.053
-0.424

-0.086
-0.120
-0.069
0.000
-0.107
-0.158
-0.083
0.041
-0.042
-0.089
-0.022
0.000
0.000

0.000
0.207
-0.014
-0.014
-0.014
-0.014
0.000
0.928

0.000
0.001
1.975
-0.214
2.199
0.354
0.001
0.000

0.014
1.144
2.188
3.447
-1.023
-0.286
0.000
0.022

0.000
0.207
-0.014
-0.014
-0.014
-0.014
0.000
0.928

-0.001
-1.975
0.214
-2.199
-0.354
-0.001
0.000
0.000

-0.291
0.023
-0.353
-0.298

0.000
0.000
0.000
0.000

0.000
0.000
0.000
0.000

-0.291
0.023
-0.353
-0.298

0.000
0.000
0.000
0.000

-0.704
-0.319
-0.551

0.000
0.000
0.000

0.207
0.000
0.000

-0.704
-0.319
-0.551

0.000
0.000
0.000

Créé le lundi 16 novembre 2015

Verification des Contraintes pour le cas de charge 1
Barres Externes:
Barre

--Section-BxH Cat.

--Plan Ferme -K
Taux

-0.126

-0.115

1.000

-0.278
-0.471
-0.158

0.045
-0.069
-0.153

0.992
0.992
1.000

1.059

-0.146

0.245
-0.147
0.151
0.098
-0.424
0.000

-0.052
-0.083
-0.065
-0.019
0.000
-0.000

0.104

-0.869

T1 1-2
36x197 C24
T1 2-3
36x197 C24
T1 3-4
36x197 C24
T1 4-5
36x197 C24
T1 5-6
36x197 C24 +
T1 5-6
36x112 C24
T1 6-7
36x197 C24 +
T1 6-7
36x112 C24
T2 7-8
36x112 C24
T3 8-9
36x112 C24
T4 9-10
36x197 C24 +
T4 9-10
36x112 C24
T4 10-11
36x197 C24 +
T4 10-11
36x112 C24
T4 11-23
36x197 C24
T4 24-12
36x197 C24
T4 12-13
36x197 C24
T4 13-14
36x197 C24
EV1 16-2
36x97 C24
B1 15-16
36x247 C24 +
B1 15-16
36x247 C24
B1 16-17
36x247 C24 +
B1 16-17
36x247 C24
B1 17-19
36x247 C24 +
B1 17-19
36x247 C24
B3 19-20
36x247 C24 +
B3 19-20
36x247 C24
B3 20-21
36x247 C24 +
B3 20-21
36x247 C24
B3 21-22
36x247 C24 +
B3 21-22
36x247 C24
K2 7-9
36x97 C24
Barres Internes:
Barre
--Section-BxH Cat.

--- Maximum --Effort
Moment
(kN)
(kNm)
0.157
-0.034
0.100
-0.032
0.018
0.061
0.199
-0.068
1.005
-0.112

K1 5-11
Z1 17-4
Z2 20-12
EV2 21-13
W4 12-21
W5 16-3
W6 3-17
Noeuds:
Noeud

J1
J2
J3
J4
J5
J5
J6
J6
J7
J8
J8
J9
J10
J10
J11
J11
J23
J12
J13
J14
J15
J15
J16
J16
J17
J17
J19
J19
Page 41/77

T1
T1
T1
T1
T1
T1
T1
T1
T2
T2
T3
T3
T4
T4
T4
T4
T4
T4
T4
T4
B1
B1
B1
B1
B1
B1
B1
B1

36x172
36x97
36x97
36x97
36x72
36x97
36x72

1-2
1-2
2-3
3-4
5-6
5-6
5-6
5-6
7-8
7-8
8-9
8-9
10-11
10-11
10-11
10-11
11-23
12-13
13-14
13-14
15-16
15-16
16-17
16-17
16-17
16-17
17-19
17-19

0.011
0.024

0.039

0.806

0.040

0.061
0.096
0.052

0.806
0.806
0.806

0.063
0.099
0.053

0.806
0.806

0.035
0.005

0.071

1.000

1.000

0.026
0.034
0.029
0.009
0.013

0.926

0.014

0.218

0.922

0.827

0.229

0.250

0.229

-0.007

-0.977

1.000

0.243

0.785

0.243

-0.007

-0.155

1.000

0.039

0.911

0.039

0.000

-0.000

0.928

0.013

+

1

0.061

--- Maximum --Effort
Moment
(kN)
(kNm)
-0.704
0.174
-0.319
0.000
-0.551
0.000
-0.291
0.000
0.023
0.000
-0.353
0.000
-0.298
0.000

--Section-BxH Cat.
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24

0.806
0.806

-0.007

C24
C24
C24
C24
C24
C24
C24

36x197
36x197
36x197
36x197
36x197
36x112
36x197
36x112
36x112
36x112
36x112
36x112
36x197
36x112
36x197
36x112
36x197
36x197
36x197
36x197
36x247
36x247
36x247
36x247
36x247
36x247
36x247
36x247

0.017
0.015
0.024
0.031
0.058

---Plan Perp--Signal
K
Taux ATF

--Plan Ferme -K
Taux
0.641
0.490
0.920
1.000

--- Maximum --Effort
Moment
(kN)
(kNm)
0.117
-0.003
0.162
-0.038
0.123
-0.047
0.143
0.018
0.892
-0.086

0.839
0.452

0.108
0.020
0.018
0.009
0.001
0.013
0.027

---Plan Perp--Signal
K
Taux ATF
0.206 1
0.036 1
0.076
0.009

0.164
0.090

0.065
0.135

--Plan Ferme -K
Taux

0.102
0.270
0.219
0.926

---Plan Perp--Signal
K
Taux ATF

0.004
0.018
0.021
0.010
0.047

1
1
1
1
1

+

1.018

-0.120

+

-0.483
-0.182
-0.203
-0.505
1.071

-0.069
0.020
0.016
-0.107
-0.158

0.061

+

0.959

-0.086

0.049

1

0.047
-0.089
-0.022
-0.002
0.000

0.019
0.039
0.011
0.002

+

-0.012
0.177
0.103
0.058
0.000

1
1
1
1
1

+

0.104

-0.079

0.021

1

+

0.104

-0.987

0.247

1

+

-0.007

-1.099

1.000
1.000
1.000
1.000

0.827

0.095
0.029
0.025
0.142
0.075

0.273

1
1.000
1.000
1.000
1.000

0.250

0.095
0.029
0.025
0.142

0.273

1
1
1
1
1

1

Etude :
J20 B3
J20 B3
J21 B3
J21 B3
J22 B3
J22 B3
J7
K2
J9
K2
J5
K1
J11 K1

1553286A - F3
19-20 36x247
19-20 36x247
20-21 36x247
20-21 36x247
21-22 36x247
21-22 36x247
7-9
36x97
7-9
36x97
5-11 36x172
5-11 36x172

MiTek Industries S.A.
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24

+

-0.007

-0.239

+

-0.007

-0.014

+

0.000

0.000

0.928
0.928
-0.704
-0.704

0.005
0.005
0.063
0.063

1.000
1.000

0.059
0.004

1.000
1.000

0.059
0.004

1
1
1

1.000
1.000

0.048
0.048
0.044
0.044

1.000
1.000

0.044
0.044

1
1
1
1

Reactions d'appuis
Noeud
Appui
J1
J14
J17
J6
J10
J19

----- Reaction
Verti
(kN)
-0.175
-0.082
5.013
1.268
1.388
5.628

-----Horiz
(kN)
0.000
0.000
0.000
0.000
0.000
0.000

----- Largeur -----Réelle
Néc.
(mm)
(mm)
220
0
220
0
75
30
47
12
75
13
75
34

----------- Hauteur ----------Réelle
Néc.
Taux
(mm)
(mm)
Cis.
197
5
0.03
197
2
0.01
247
63
0.26
197
17
0.09
197
17
0.09
247
65
0.26

Verifications des Deformations pour le cas de charge 1
Fleche Locale
Barre
Debut-Fin
T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T1 6-7
T2 7-8
T3 8-9
T4 9-10
T4 10-11
T4 11-23

---------- Panneau -----------Reelle-----Admiss.-Fleche Ratio
Fleche Ratio
0.00 L/999
0.78 L/300
0.01 L/999
3.64 L/300
-0.09 L/999
5.56 L/300
0.02 L/999
2.09 L/400
0.02 L/999
2.02 L/300
0.00 L/999
0.19 L/300
-0.31 L/999
5.14 L/300
-0.13 L/999
5.14 L/300
0.00 L/999
0.19 L/300
0.02 L/999
2.02 L/300
-0.01 L/999
2.70 L/400

--------- Segment ------------Reelle-----Admiss.-Fleche Ratio
Fleche Ratio
-0.01 L/999
14.77 L/300
-0.08 L/999
14.77 L/300
-0.16 L/999
14.77 L/300
-0.07 L/999
14.77 L/300
0.05 L/999
14.77 L/300
-0.01 L/999
5.33 L/300
-0.31 L/999
5.33 L/300
0.07 L/999
5.32 L/300
0.09 L/999
5.32 L/300
-0.50 L/999
11.08 L/400
-1.56 L/999
11.08 L/400

Signal

Signal

---------- Panneau -----------Reelle-----Admiss.-Fleche Ratio
Fleche Ratio
L/999
L/0
0.00 L/999
0.78 L/400
0.01 L/999
4.06 L/300
0.00 L/999
0.78 L/300
0.00 L/999
1.00 L/400
0.70 L/999
5.28 L/400
-4.35 L/999
11.56 L/400
-4.35 L/999
11.56 L/400
0.26 L/999
2.88 L/400
0.02 L/999
2.33 L/400
0.00 L/999
1.00 L/400
-0.40 L/999
7.79 L/300
-1.99 L/999
8.36 L/400

Barre
Debut-Fin
T3 23-24
T4 24-12
T4 12-13
T4 13-14
B1 15-16
B1 16-17
B1 17-18
B3 18-19
B3 19-20
B3 20-21
B3 21-22
K2 7-9
K1 5-11

--------- Segment ------------Reelle-----Admiss.-Fleche Ratio
Fleche Ratio
L/400
0.54 L/999
11.08 L/400
0.49 L/999
11.08 L/400
0.08 L/999
11.08 L/400
-0.00 L/999
5.45 L/400
0.72 L/999
5.45 L/400
-4.35 L/999
11.56 L/400
-4.35 L/999
11.56 L/400
0.48 L/999
5.38 L/400
0.42 L/999
5.38 L/400
0.03 L/999
5.38 L/400
-0.40 L/999
5.84 L/400
-1.98 L/999
8.36 L/400

Créé le lundi 16 novembre 2015
Signal

Flèche Globale
Noeud
J1
J2
J3
J4
J5
J6
J7
J8
J9
J10
J11
J23
J24
J12
J13
J14
J15
J16
J17
J19
J20
J21
J22
J5
J11

---- Deplacement ----X
Y
Rotation
0.000
0.000
0.000
0.005 -0.005
0.000
0.051 -0.060 -0.000
0.046 -0.053 -0.000
-0.030
0.035
0.000
0.007
0.000
0.000
0.018 -0.006 -0.000
0.097 -0.130 -0.000
0.193
0.017
0.000
0.161
0.000 -0.000
-0.140 -0.398 -0.000
-0.836 -1.216 -0.001
0.475
0.424 -0.001
0.441
0.385 -0.000
0.174
0.065 -0.000
0.120
0.000 -0.000
0.028 -0.051
0.000
0.028
0.006
0.000
0.032
0.000
0.001
0.031
0.000 -0.001
0.031
0.439
0.001
0.031
0.072 -0.000
0.031
0.041 -0.000
-0.030
0.035
0.000
-0.140 -0.398
0.000

------ Admissible
X
Y
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562

----Ratio
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400

Signal

Cas de Charge 7: Coef =1.00 Vent Normal D->G Depression Interne (Cas 3)
Charges Uniformes
Barre
Arbalétrier
T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T1 6-7
T2 7-8
T3 8-9
T4 9-10
T4 10-11
T4 11-23
T3 23-24
T4 24-12
T4 12-13
T4 13-14
Entrait
B1 15-16
B1 16-17
B1 17-18
B3 18-19
B3 19-20
B3 20-21
B3 21-22
K2 7-9
Fiches
Intérieur
K1 5-11

---Debut Barre--Vert.
Horiz.

----Fin Barre---Vert.
Horiz.

-0.219
-0.219
-0.219
-0.391
-0.211
-0.391
-0.223
-0.426
-0.598
-0.415
-0.588
-0.041
-0.588
-0.423
-0.423

-0.064
-0.064
-0.064
-0.064
-0.064
-0.064
-0.064
0.064
0.064
0.064
0.064
0.000
0.064
0.064
0.064

-0.219
-0.219
-0.219
-0.391
-0.211
-0.391
-0.223
-0.426
-0.598
-0.415
-0.588
-0.041
-0.588
-0.423
-0.423

-0.064
-0.064
-0.064
-0.064
-0.064
-0.064
-0.064
0.064
0.064
0.064
0.064
0.000
0.064
0.064
0.064

-0.199
-0.199
-1.470
-1.470
-1.005
-0.199
-0.199
-0.019

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

-0.199
-0.199
-1.470
-1.470
-1.005
-0.199
-0.199
-0.019

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

-0.124

0.000

-0.124

0.000

Efforts/Moments aux Extremites
------ Debut de Barre ----Effort
Effort
Moment
Page 42/77

------- Fin de Barre
Effort
Effort

-----Moment

Etude : 1553286A - F3
Tranch.
(kN)
Arbalétrier
T1 1-2
-0.384
T1 2-3
0.125
T1 3-4
0.106
T1 4-5
-0.061
T1 5-6
0.099
T1 6-7
0.650
T2 7-8
0.092
T3 8-9
0.137
T4 9-10
-0.827
T4 10-11
0.192
T4 11-23
0.324
T3 23-24
-0.073
T4 24-12
-0.096
T4 12-13
0.220
T4 13-14
0.139
EV1 16-2
0.000
Entrait
B1 15-16
0.000
B1 16-17
-0.720
B1 17-18
3.346
B3 18-19
-2.192
B3 19-20
2.203
B3 20-21
0.452
B3 21-22
0.014
K2 7-9
0.022
Fiches
EV2 21-13
0.000
W4 12-21
0.000
W5 16-3
0.000
W6 3-17
0.000
Intérieur
K1 5-11
0.207
Z1 17-4
0.000
Z2 20-12
0.000

MiTek Industries S.A.
Normal
(kN)
-0.277
-0.691
-0.541
-0.316
0.595
-0.037
-0.367
-0.084
-0.090
1.024
0.199
-0.081
-0.101
0.107
0.104
-0.694

(kNm)
0.000
0.092
0.017
-0.017
0.100
0.060
0.023
0.000
0.112
0.159
0.095
-0.041
0.041
0.089
0.025
0.000

Tranch.
(kN)
0.407
-0.013
0.065
0.221
-0.034
-0.647
0.063
0.282
0.838
-0.021
0.073
0.096
0.211
0.114
-0.075
0.000

Normal
(kN)
-0.245
-0.539
-0.308
-0.128
0.676
-0.026
-0.148
-0.361
-0.102
0.921
-0.081
-0.101
-0.182
-0.108
0.063
-0.694

Créé le lundi 16 novembre 2015

Verification des Contraintes pour le cas de charge 7
(kNm)
-0.092
-0.017
0.017
-0.100
-0.060
-0.023
0.000
-0.112
-0.159
-0.095
0.041
-0.041
-0.089
-0.025
0.000
0.000

0.000
0.009
-0.058
-0.058
-0.058
-0.058
0.000
0.775

0.000
0.001
1.965
-0.209
2.207
0.336
0.001
0.000

0.014
1.140
2.192
3.451
-1.045
-0.267
0.000
0.022

0.000
0.009
-0.058
-0.058
-0.058
-0.058
0.000
0.775

-0.001
-1.965
0.209
-2.207
-0.336
-0.001
0.000
0.000

-0.330
0.097
-0.015
-0.090

0.000
0.000
0.000
0.000

0.000
0.000
0.000
0.000

-0.330
0.097
-0.015
-0.090

0.000
0.000
0.000
0.000

-0.772
-0.015
-0.593

0.000
0.000
0.000

0.207
0.000
0.000

-0.772
-0.015
-0.593

0.000
0.000
0.000

Barres Externes:
Barre

--Section-BxH Cat.

--Plan Ferme -K
Taux
1.000
1.000
1.000
1.000

0.036
0.041
0.021
0.034
0.044

0.806
0.806
0.806
0.806

0.037
0.043
0.022
0.035

-0.036

-0.056

1.000

0.019

0.806

0.019

-0.237
-0.333
-0.101

0.020
-0.071
-0.155

0.992
0.992
1.000

0.030
0.095
0.052

0.806
0.806
0.806

0.031
0.097
0.052

1.014

-0.148

0.171
-0.174
0.086
0.100
-0.694
0.000

-0.062
-0.083
-0.065
-0.022
0.000
-0.000

0.806
0.806
0.806

0.019
0.036
0.007

0.004

-0.864

T1 1-2
36x197 C24
T1 2-3
36x197 C24
T1 3-4
36x197 C24
T1 4-5
36x197 C24
T1 5-6
36x197 C24 +
T1 5-6
36x112 C24
T1 6-7
36x197 C24 +
T1 6-7
36x112 C24
T2 7-8
36x112 C24
T3 8-9
36x112 C24
T4 9-10
36x197 C24 +
T4 9-10
36x112 C24
T4 10-11
36x197 C24 +
T4 10-11
36x112 C24
T4 11-23
36x197 C24
T4 24-12
36x197 C24
T4 12-13
36x197 C24
T4 13-14
36x197 C24
EV1 16-2
36x97 C24
B1 15-16
36x247 C24 +
B1 15-16
36x247 C24
B1 16-17
36x247 C24 +
B1 16-17
36x247 C24
B1 17-19
36x247 C24 +
B1 17-19
36x247 C24
B3 19-20
36x247 C24 +
B3 19-20
36x247 C24
B3 20-21
36x247 C24 +
B3 20-21
36x247 C24
B3 21-22
36x247 C24 +
B3 21-22
36x247 C24
K2 7-9
36x97 C24
Barres Internes:
Barre
--Section-BxH Cat.

--- Maximum --Effort
Moment
(kN)
(kNm)
-0.248
-0.083
-0.676
-0.079
-0.396
0.038
-0.147
-0.083
0.603
-0.095

K1 5-11
Z1 17-4
Z2 20-12
EV2 21-13
W4 12-21
W5 16-3
W6 3-17
Noeuds:
Noeud

J1
J2
J3
J4
J5
J5
J6
J6
J7
J8
J8
J9
J10
J10
J11
J11
J23
J12
J13
J14
J15
J15
J16
J16
J17
J17
J19
J19
Page 43/77

T1
T1
T1
T1
T1
T1
T1
T1
T2
T2
T3
T3
T4
T4
T4
T4
T4
T4
T4
T4
B1
B1
B1
B1
B1
B1
B1
B1

36x172
36x97
36x97
36x97
36x72
36x97
36x72

1-2
2-3
2-3
3-4
5-6
5-6
5-6
5-6
7-8
7-8
8-9
8-9
10-11
10-11
10-11
10-11
11-23
24-12
13-14
13-14
15-16
15-16
16-17
16-17
17-19
17-19
17-19
17-19

1.000

1.000

0.028
0.035
0.027
0.011
0.021

0.926

0.023

0.215

0.922

0.827

0.229

0.250

0.230

-0.029

-0.980

1.000

0.244

0.785

0.244

-0.029

-0.147

1.000

0.037

0.911

0.037

0.000

-0.000

0.775

0.013

+

1

0.055

--- Maximum --Effort
Moment
(kN)
(kNm)
-0.772
0.174
-0.015
0.000
-0.593
0.000
-0.330
0.000
0.097
0.000
-0.015
0.000
-0.090
0.000

--Section-BxH Cat.
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24

0.070

-0.029

C24
C24
C24
C24
C24
C24
C24

36x197
36x197
36x197
36x197
36x197
36x112
36x197
36x112
36x112
36x112
36x112
36x112
36x197
36x112
36x197
36x112
36x197
36x197
36x197
36x197
36x247
36x247
36x247
36x247
36x247
36x247
36x247
36x247

---Plan Perp--Signal
K
Taux ATF

--Plan Ferme -K
Taux
0.641
0.490
0.920
1.000

--- Maximum --Effort
Moment
(kN)
(kNm)
-0.274
-0.009
-0.691
-0.092
-0.554
-0.019
-0.331
0.027
0.595
-0.100

0.839
0.452

0.109
0.001
0.019
0.010
0.006
0.001
0.008

---Plan Perp--Signal
K
Taux ATF
0.217 1
0.002 1
0.082
0.011

0.164
0.090

0.003
0.041

--Plan Ferme -K
Taux

0.102
0.270
0.219
0.926

1.000
1.000
1.000
1.000

+

0.668

-0.063

+

-0.367
-0.170
-0.111
-0.361
1.024

-0.023
0.009
0.018
-0.112
-0.159

+

0.931

-0.097

+

-0.053
-0.182
0.104
0.067
0.000

0.047
-0.089
-0.025
-0.002
0.000

+

0.004

-0.079

+

-0.029

-0.983

1.000

+

-0.029

-1.104

0.827

0.008
0.046
0.016
0.015
0.046

---Plan Perp--Signal
K
Taux ATF
0.806
1.000
1.000
1.000

0.009
0.046
0.016
0.015

1.000
1.000
1.000
1.000

0.037
0.015
0.025
0.144

0.035
1.000
1.000
1.000
1.000

0.037
0.015
0.025
0.144
0.074

1

0.052
1.000
1.000

0.019
0.038
0.012
0.002

1
1
1
1
1

1
1
1
1
1
1

0.806
1.000

0.019
0.038

0.244

1.000

0.244

1

0.274

0.250

0.275

1

0.020

1
1
1
1
1
1

Etude :
J20 B3
J20 B3
J21 B3
J21 B3
J22 B3
J22 B3
J7
K2
J9
K2
J5
K1
J11 K1

1553286A - F3
19-20 36x247
19-20 36x247
20-21 36x247
20-21 36x247
21-22 36x247
21-22 36x247
7-9
36x97
7-9
36x97
5-11 36x172
5-11 36x172

MiTek Industries S.A.
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24

+

-0.029

-0.232

+

-0.029

-0.013

+

0.000

0.000

0.775
0.775
-0.772
-0.772

0.005
0.005
0.063
0.063

1.000
1.000

0.058
0.004

1.000
1.000

0.058
0.004

1
1
1

1.000
1.000

0.042
0.042
0.045
0.045

1.000
1.000

0.045
0.045

1
1
1
1

Reactions d'appuis
Noeud
Appui
J1
J14
J17
J6
J10
J19

----- Reaction
Verti
(kN)
-0.116
-0.098
4.562
0.731
1.269
5.654

-----Horiz
(kN)
0.459
0.000
0.000
0.000
0.000
0.000

----- Largeur -----Réelle
Néc.
(mm)
(mm)
220
0
220
0
75
28
47
7
75
12
75
34

----------- Hauteur ----------Réelle
Néc.
Taux
(mm)
(mm)
Cis.
197
15
0.07
197
3
0.01
247
63
0.26
197
12
0.06
197
16
0.08
247
65
0.26

Verifications des Deformations pour le cas de charge 7
Fleche Locale
Barre
Debut-Fin
T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T1 6-7
T2 7-8
T3 8-9
T4 9-10
T4 10-11
T4 11-23

---------- Panneau -----------Reelle-----Admiss.-Fleche Ratio
Fleche Ratio
0.00 L/999
0.78 L/300
0.03 L/999
3.64 L/300
-0.07 L/999
5.56 L/300
0.02 L/999
2.09 L/400
0.02 L/999
2.02 L/300
0.00 L/999
0.19 L/300
-0.19 L/999
5.14 L/300
-0.15 L/999
5.14 L/300
0.00 L/999
0.19 L/300
0.02 L/999
2.02 L/300
-0.01 L/999
2.70 L/400

--------- Segment ------------Reelle-----Admiss.-Fleche Ratio
Fleche Ratio
0.03 L/999
14.77 L/300
0.05 L/999
14.77 L/300
-0.07 L/999
14.77 L/300
0.08 L/999
14.77 L/300
0.08 L/999
14.77 L/300
-0.01 L/999
5.33 L/300
-0.19 L/999
5.33 L/300
-0.13 L/999
5.32 L/300
0.07 L/999
5.32 L/300
-0.49 L/999
11.08 L/400
-1.57 L/999
11.08 L/400

Signal

Signal

---------- Panneau -----------Reelle-----Admiss.-Fleche Ratio
Fleche Ratio
L/999
L/0
0.00 L/999
0.78 L/400
0.01 L/999
4.06 L/300
0.00 L/999
0.78 L/300
0.00 L/999
1.00 L/400
0.70 L/999
5.28 L/400
-4.35 L/999
11.56 L/400
-4.35 L/999
11.56 L/400
0.26 L/999
2.88 L/400
0.02 L/999
2.33 L/400
0.00 L/999
1.00 L/400
-0.40 L/999
7.79 L/300
-1.99 L/999
8.36 L/400

Barre
Debut-Fin
T3 23-24
T4 24-12
T4 12-13
T4 13-14
B1 15-16
B1 16-17
B1 17-18
B3 18-19
B3 19-20
B3 20-21
B3 21-22
K2 7-9
K1 5-11

Créé le lundi 16 novembre 2015
Signal

--------- Segment ------------Reelle-----Admiss.-Fleche Ratio
Fleche Ratio
L/400
0.52 L/999
11.08 L/400
0.47 L/999
11.08 L/400
0.08 L/999
11.08 L/400
0.05 L/999
5.45 L/400
0.72 L/999
5.45 L/400
-4.35 L/999
11.56 L/400
-4.35 L/999
11.56 L/400
0.48 L/999
5.38 L/400
0.41 L/999
5.38 L/400
0.03 L/999
5.38 L/400
-0.40 L/999
5.84 L/400
-1.98 L/999
8.36 L/400

Flèche Globale
Noeud
J1
J2
J3
J4
J5
J6
J7
J8
J9
J10
J11
J23
J24
J12
J13
J14
J15
J16
J17
J19
J20
J21
J22
J5
J11

---- Deplacement ----X
Y
Rotation
0.000
0.000
0.000
-0.021
0.024
0.000
-0.014 -0.000
0.000
-0.014 -0.015 -0.000
-0.079
0.055
0.000
-0.029
0.000 -0.000
-0.017 -0.006 -0.000
0.049 -0.111 -0.000
0.138
0.017
0.000
0.106
0.000 -0.000
-0.196 -0.398 -0.000
-0.908 -1.234 -0.001
0.364
0.413 -0.001
0.331
0.376 -0.000
0.070
0.064 -0.000
0.017
0.000 -0.000
-0.051 -0.014
0.000
-0.051
0.042
0.000
-0.049
0.000
0.001
-0.051
0.000 -0.001
-0.051
0.432
0.001
-0.052
0.072 -0.000
-0.052
0.042 -0.000
-0.079
0.055 -0.000
-0.196 -0.398 -0.000

------ Admissible
X
Y
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562
10.000 11.562

----Ratio
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400
L/400

Signal

RESUME DU CALCUL
Contraintes
Barre
T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T1 5-6
T1 6-7
T1 6-7
T2 7-8
T3 8-9
T4 9-10
T4 9-10
T4 10-11
T4 10-11
T4 11-23
T4 24-12
T4 12-13
T4 13-14
EV1 16-2
B1 15-16
B1 15-16
B1 16-17
B1 16-17
B1 17-18
B1 17-18
B3 18-19
B3 18-19
B3 19-20
B3 19-20
B3 20-21
B3 20-21
Page 44/77

-SectionBxH Cat.
36x197 C24
36x197 C24
36x197 C24
36x197 C24
36x197 C24 +
36x112 C24
36x197 C24 +
36x112 C24
36x112 C24
36x112 C24
36x197 C24 +
36x112 C24
36x197 C24 +
36x112 C24
36x197 C24
36x197 C24
36x197 C24
36x197 C24
36x97 C24
36x247 C24 +
36x247 C24
36x247 C24 +
36x247 C24
36x247 C24 +
36x247 C24
36x247 C24 +
36x247 C24
36x247 C24 +
36x247 C24
36x247 C24 +
36x247 C24

Cas
15
3
18
25
25

Effort
(kN)
-0.781
0.420
0.343
0.336
1.709

Moment
(kNm)
-0.156
0.223
0.259
-0.230
-0.250

Taux
Max.
0.050
0.069
0.078
0.069
0.085

Taux
Cis.
0.100
0.081
0.066
0.065
0.043

21

-0.790

-0.283

0.076

0.061

21
22
22

-0.857
-0.873
-0.959

0.215
0.207
-0.285

0.206
0.199
0.079

0.129
0.131
0.042

25

1.699

-0.353

0.108

0.045

25
25
25
4
17
1

0.314
-0.588
0.283
-0.262
-0.740
0.000

-0.323
-0.325
-0.303
0.071
0.000
-0.000

0.095
0.098
0.089
0.033
0.024
0.000

0.065
0.085
0.049
0.070
0.000
0.001

2

0.051

-0.983

0.245

0.097

ATF

2

-0.004

1.047

0.260

0.290

1

17

0.000

-0.419

0.104

0.285

1

2

-0.004

-1.090

0.271

0.176

13

0.227

-0.375

0.065

0.050

Signal

Etude : 1553286A - F3
B3 21-22
36x247 C24 + 1
0.000
-0.000 0.000 0.001
B3 21-22
36x247 C24
K2 7-9
36x97 C24
4
1.022
0.013 0.066 0.000
EV2 21-13
36x97 C24
4
0.356
0.000 0.016 0.000
W4 12-21
36x72 C24
16
-0.786
0.000 0.160 0.000
W5 16-3
36x97 C24
4
-0.484
0.000 0.089 0.000
W6 3-17
36x72 C24
3
-0.611
0.000 0.198 0.000
K1 5-11
36x172 C24
25
-1.586
0.174 0.252 0.033
1
Z1 17-4
36x97 C24
18
-0.776
0.000 0.062 0.000
1
Z2 20-12
36x97 C24
25
-1.252
0.000 0.123 0.000
Noeuds:
Noeud
--Section-Cas ---- Maximum ---- ---Plan (yy)--- ---Plan (xx)--Signal
BxH Cat.
Effort
Moment
K
Taux
K
Taux ATF
(kN)
(kNm)
J1 T1 1-2
36x197 C24
15
-0.805
-0.018
1.000
0.013
0.806
0.015 1
J2 T1 2-3
36x197 C24
15
-1.401
-0.173
1.000
0.059
1.000
0.059 1
J3 T1 3-4
36x197 C24
18
-0.399
-0.128
1.000
0.040
1.000
0.040 1
J4 T1 3-4
36x197 C24
25
-0.022
0.059
1.000
0.017
1.000
0.017 1
J5 T1 5-6
36x197 C24 + 25
1.702
-0.269
0.089
1
J5 T1 5-6
36x112 C24
J6 T1 5-6
36x197 C24 + 21
0.745
-0.289
0.079
1
J6 T1 5-6
36x112 C24
J7 T2 7-8
36x112 C24
21
-0.951
-0.237
1.000
0.223
1.000
0.223 1
J8 T2 7-8
36x112 C24
21
-0.129
0.050
1.000
0.045
1.000
0.045 1
J8 T3 8-9
36x112 C24
22
-0.145
0.048
1.000
0.044
1.000
0.044 1
J9 T3 8-9
36x112 C24
22
-0.967
-0.254
1.000
0.237
1.000
0.237 1
J10 T4 10-11 36x197 C24 + 25
1.755
-0.216
0.077
1
J10 T4 10-11 36x112 C24
J11 T4 10-11 36x197 C24 + 25
1.693
-0.373
0.113
1
J11 T4 10-11 36x112 C24
J14 T4 13-14 36x197 C24
4
-0.302
0.009
1.000
0.008
0.806
0.009 1
J15 B1 15-16 36x247 C24 + 1
0.000
0.000
1
J15 B1 15-16 36x247 C24
J16 B1 16-17 36x247 C24 + 2
0.051
-0.092
0.024
1
J16 B1 16-17 36x247 C24
J17 B1 16-17 36x247 C24 + 2
0.051
-1.115
0.278
1
J17 B1 16-17 36x247 C24
J19 B1 17-19 36x247 C24 + 2
-0.004
-1.218
0.827
0.303
0.250
0.303 1
J19 B1 17-19 36x247 C24
J20 B3 19-20 36x247 C24 + 13
0.227
-0.441
0.076
1
J20 B3 19-20 36x247 C24

MiTek Industries S.A.
Noeud

J21
J21
J22
J22
J7
J9
J5
J11

B3
B3
B3
B3
K2
K2
K1
K1

--Section-BxH Cat.

20-21
20-21
21-22
21-22
7-9
7-9
5-11
5-11

36x247
36x247
36x247
36x247
36x97
36x97
36x172
36x172

C24
C24
C24
C24
C24
C24
C24
C24

Créé le lundi 16 novembre 2015
Cas ---- Maximum ---- ---Plan (yy)--- ---Plan (xx)--Signal
Effort
Moment
K
Taux
K
Taux ATF
(kN)
(kNm)
+ 1
-0.007
-0.014
1.000
0.004
1.000
0.004 1
+

1

0.000

0.000

4
4
4
4

1.022
1.022
-0.800
-0.800

0.005
0.005
0.063
0.063

1
0.052
0.052
0.046
0.046

1.000
1.000

1.000
1.000

1
1
1
1

0.046
0.046

Reactions d'appuis
-------------Normale------------Deformation
Noeud
vert.
soul.
horz.
J1
0.565(3)
-0.507(23)
0.459(5)
J14
0.477(3)
-0.301(2)
0.000(3)
J17
5.376(2)
0.000(4)
J6
1.296(3)
0.000(5)
J10
1.418(3)
0.000(1)
J19
6.349(23)
Noeud
Largeur
Hauteur
Signal
min. (mm)
min. (mm)
J1
5
20
J14
4
14
J17
32
72
J6
12
20
J10
13
20
J19
38
73

------------Extreme-------------vert.
0.325(17)
0.361
6.750(7)
1.815
1.822
7.561(7)

soul.
-0.929(11)
-0.508(11)

Permanente

-0.381(13)
-0.198(15)

horz.
1.122(13)
0.000(13)
0.000(15)
0.000
0.000(7)

vert.
0.398
0.346
2.671
0.955
1.047
3.008

Deformations
Barre
T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T1 6-7
T2 7-8
T3 8-9
T4 9-10
T4 10-11
T4 11-23
T3 23-24
T4 24-12
T4 12-13
T4 13-14
EV1 16-2
B1 15-16
B1 16-17
B1 17-18
B3 18-19
B3 19-20
B3 20-21
B3 21-22
K2 7-9
EV2 21-13
W4 12-21
W5 16-3
W6 3-17
K1 5-11
Z1 17-4
Z2 20-12

Panneau
Max.
0.00(7)
0.03(7)
-0.09(1)
0.02(7)
0.02(1)
0.00(5)
-0.31(1)
-0.15(7)
0.00(7)
0.02(7)
-0.01(5)
-0.28(7)
0.00(7)
0.03(5)
0.00(5)
0.00(1)
0.00(1)
0.70(5)
-4.39(5)
-4.39(5)
0.27(5)
0.03(5)
0.00(1)
-0.40(1)
0.00(1)
-0.00(5)
0.00(1)
0.00(1)
-1.99(1)
0.00(1)
0.00(1)

Segment --- Noeud Debut --Max.
X
Y
0.03(7)
0.00(1)
0.00(1)
-0.09(5)
-0.02(7)
0.02(7)
-0.17(5)
0.08(5)
-0.07(5)
-0.09(5)
0.09(5)
-0.07(5)
0.08(7)
-0.08(7)
0.05(7)
-0.02(5)
0.04(5)
0.00(1)
-0.31(1)
0.05(5)
-0.01(7)
-0.13(7)
0.12(5)
-0.13(1)
0.09(1)
0.20(5)
0.02(1)
-0.50(1)
0.17(5)
0.00(1)
-1.57(7)
-0.20(7)
-0.40(1)
-1.58(7)
-0.91(7)
-1.23(7)
0.67(5)
0.61(5)
0.52(5)
0.61(5)
0.57(5)
0.47(5)
0.12(5)
0.25(5)
0.09(5)
-0.00(5)
0.06(5)
0.04(7)
0.05(7)
0.06(5)
-0.06(5)
0.73(5)
0.06(5)
0.04(7)
-4.39(5)
0.07(5)
0.00(1)
-4.39(5)
0.07(5)
0.00(1)
0.53(5)
0.07(5)
0.00(1)
0.47(5)
0.07(5)
0.50(5)
0.04(5)
0.07(5)
0.10(5)
-0.40(5)
0.05(5)
-0.01(7)
-0.00(7)
0.07(5)
0.10(5)
-0.00(1)
0.57(5)
0.47(5)
-0.00(5)
0.06(5)
0.04(7)
0.00(7)
0.08(5)
-0.07(5)
-1.99(5)
-0.08(7)
0.05(7)
0.00(5)
0.07(5)
0.00(1)
-0.00(7)
0.07(5)
0.50(5)

--- Noeud
X
-0.02(7)
0.08(5)
0.09(5)
-0.08(7)
0.04(5)
0.05(5)
0.12(5)
0.20(5)
0.17(5)
-0.20(7)
-0.91(7)
0.61(5)
0.57(5)
0.25(5)
0.18(5)
-0.02(7)
0.06(5)
0.07(5)
0.07(5)
0.07(5)
0.07(5)
0.07(5)
0.07(5)
0.20(5)
0.25(5)
0.07(5)
0.08(5)
0.07(5)
-0.20(7)
0.09(5)
0.57(5)

Fin --Y
0.02(7)
-0.07(5)
-0.07(5)
0.05(7)
0.00(1)
-0.01(7)
-0.13(1)
0.02(1)
0.00(1)
-0.40(1)
-1.23(7)
0.52(5)
0.47(5)
0.09(5)
0.00(1)
0.02(7)
0.04(7)
0.00(1)
0.00(1)
0.00(1)
0.50(5)
0.10(5)
0.07(5)
0.02(1)
0.09(5)
0.10(5)
-0.07(5)
0.00(1)
-0.40(1)
-0.07(5)
0.47(5)

Signal

Notas importants:
1. Antiflambage:
Lisse d'Antiflambage necessaires aux barres:
W 5-11, W17-4
La fixation du dispositif d'antiflambage sera réalisé de manière à reprendre par ferme
et par versant un effort perpendiculaire à l'arba F = Effort axial arba/60 = 0.032kN
Cette valeur est à multiplier par le nombre de fermes intéressées par le dispositif.

Remarques:
1.

C'est la responsabilite du client de s'assurer que les donnees
ci-dessus: dimensions, pentes, charges et autres
caracteristiques sont celles demandees par le maitre d'ouvrage.
2. Cette note de calcul propre a chaque element triangule ne
dispense pas de l'execution d'un plan de pose et de
contreventement adapte au batiment etudie.
3. Poids de la Ferme 121.240 - 133.363 Kg
Options de calcul choisies par l'utilisateur :
Page 45/77

vert.
-0.116
-0.082
5.197
1.293
1.388
5.654

Etude : 1553286A - F3
MiTek Industries S.A.
- Niveau de l'utilisateur: Expert.
Informations Plaques
- Désactivation de la limite de flèche de 10mm pour les poutres.
Noeud
Plaque
- Désactivation de la vérification de la déformation vers le haut pour les extrémités des arba «queue
Jauge
Code
de vache».
2
M20
0930
- L'utilisateur a choisi de dimensionner les joints d'aboutage en ne considérant que 50%
3
M20
2025
des efforts de compression, comformément a DTU 31.3 Annexe C : C6.2.1.1.
4
M20
0920
- L'utilisateur prend la responsabilité du choix de calculer le joint d'aboutage en entrait porteur
5
M20
1320
selon la méthode préconisée au paragraphe DTU 31.3 Annexe C : C6.2.3
7
M20
0920
8
M20
1010
Informations Plaques
9
M20
0920
11
M20
1320
Plaques utilisées:
M20
01.370029v2
12
M20
1320
1. Les aboutages sont normalement placés entre 10 et 25 % de la longueur du panneau.
13
M20
0930
2. Tolérance du positionnement = 10 (mm)
16
M20
2025
3. EM: Effort de manutention: 1.000 kN (second genre).
17
M20
1325
18
M20
1025
18
M20
1025
18
M20
1025
18
M20
1025
20
M20
0930
21
M20
2025

Page 46/77

Créé le lundi 16 novembre 2015
Position(x1)

(y1)

9
82
42
0
159
51
159
0
64
9
88
64
124
0
121
0
4
152

258
115
102
0
3
49
3
0
61
258
146
145
48
0
44
0
158
88

(x2)

(y2) (mm)

Etude : 1553286A - FP4

FP4

MiTek Industries S.A.

Créé le lundi 16 novembre 2015

GEOMETRIE ET MODELE DE LA STRUCTURE
Schema de la Structure

INFORMATIONS GENERALES
Etude faite par:
CHAMPEAU SA
Avenue de la libération, BP 116
87221 FEYTIAT CEDEX, HAUTE VIENNE, France
Tel : (33) 05.55.31.75.75
Fax : (33) 05.55.31.75.76
Adresse client:
Adresse chantier:

6

7

8
9

5

10

4

DEPREUX

3

Fermes de fabrications
F1P
Les calculs ont pour base technique:
Les documents techniques unifies DTU.
Regles N.V.65 et N 84 (carte de neige)
DTU 31.3 Annexe C(Regles CB71), NF P21.110 etc...
Methode de calcul utilises:
Calcul hyperstatique de structure plane a barres.
Unites utilisees:
mm, deg, MPa
Conventions:
Efforts : Negatif (-) = Compression, Positif (+) = Traction
Reactions: Negatif (-) = Soulevement, Positive (+) = Descente
Caracteristiques des bois:
Categorie de bois
: C24 SE
Module d'elasticite axial : 10000.0
Coefficient de fluage
: 1.5
Densite
: 420.00 Kg/m^3
Contraintes admissibles
:
Flexion
// : 11.00 MPa
Traction
// : 6.50 MPa
Traction
T : 0.20 MPa
Compression // : 9.50 MPa
Compression
T : 2.30 MPa
Cisaillement // : 1.10 MPa
Caracteristiques des connecteurs:
Type de plaque : M20
Réf. PV Essai 01.370029v2
Mercredi 18 Mars 2015
© Copyright 2008-2009 MiTek Holdings, Inc. All Rights reserved.

11
12

12
20

13
14

15

16

17

18
19

Dimensions du batiment:
Longueur (a)
:
15 m
Largeur (b)
:
8 m
Hauteur totale (H)
:
10 m
Hauteur au faitage (h)
:
10 m
Pente Gauche
: 40.00 deg
Pente Droite
: 40.00 deg
Portee
: 8960 mm
Entraxe des fermes
:
620 mm
Hauteur Hors-tout
: 4407 mm
Longueur Hors-tout
: 9390 mm
Prolonge Gauche Arba.
:
215 mm
Prolonge Droite Arba.
:
215 mm
Entraxe lattes Arba.(*) :
620 mm
Entraxe lattes Entrait(*):
0 mm
(*) - Valeurs de saisie, voir les longueurs de flambement calculees
en 'Caracteristiques des barres.'
Coordonnees des noeuds:
Coordonnees
Liberte
Noeud
X
Y
(mm)
(mm)
Horiz. Vert.
Rot.
J1
-110
428
1
1
0 Appui
J6
3282
3301
0
0
0
J12
9003
483
0
0
0
J8
5678
3301
0
0
0
J5
2792
2891
0
0
0
J7
4480
4334
0
0
0
J9
6168
2891
0
0
0
J13
0
124
0
0
0
J16
5950
124
0
0
0
J15
2182
124
0
0
0
J4
2182
2350
0
0
0
J17
6779
124
0
0
0
J10
6779
2350
0
0
0
J14
69
124
0
0
0
J2
69
577
0
0
0
J18
8092
124
0
0
0
J11
8140
1208
0
0
0
J3
904
1278
0
0
0
J19
8160
124
0
0
0
J20
8153
483
0
1
0 Appui
0=Libre, 1=Fix
Caracteristiques des barres:
Project. Longueur
Conditions
Barre
-------Section-------Longueur
X
Flambage Pente
Extremites
Debut-Fin Pli Coef BxH
Cat
(mm)
(mm)
(mm)
(deg)
Debut-Fin
T1 1-2
1
1.0 36x197 C24 +
233
179
558
40.00
Pin-Fix
T1 1-2
36x197 C24
T1 2-3
1
1.0 36x197 C24 +
1091
835
558
40.00
Fix-Fix
T1 2-3
36x197 C24
T1 3-4
1
1.0 36x197 C24 +
1668
1278
558
40.00
Fix-Fix
T1 3-4
36x197 C24
T1 4-5
1
1.0 36x197 C24 +
815
611
558
41.49
Fix-Fix
T1 4-5
36x197 C24
T1 5-6
1
1.0 36x197 C24 +
639
489
558
40.00
Fix-Fix
T1 5-6
36x112 C24 +
T1 5-6
36x197 C24
T2 6-7
1
1.0 36x112 C24
1582
1198
558
40.77
Fix-Pin
T3 7-8
1
1.0 36x112 C24
1582
1198
558
-40.77
Pin-Fix
T4 8-9
1
1.0 36x197 C24 +
639
489
558
-40.00
Fix-Fix
T4 8-9
36x112 C24 +
Page 47/77

Etude : 1553286A - FP4
T4 8-9
36x197 C24
T4 9-10
1
1.0 36x197 C24
T4 9-10
36x197 C24
T4 10-11
1
1.0 36x197 C24
T4 10-11
36x197 C24
T4 11-12
1
1.0 36x197 C24
T4 11-12
36x197 C24
EV1 14-2
1
1.0 36x97 C24
EV2 18-20
1
1.0 36x97 C24
EV2 20-11
1
1.0 36x219 C24
B1 13-14
1
1.0 36x247 C24
B1 13-14
36x247 C24
B1 14-15
1
1.0 36x247 C24
B1 14-15
36x247 C24
B1 15-16
1
1.0 36x247 C24
B1 15-16
36x247 C24
B3 16-17
1
1.0 36x247 C24
B3 16-17
36x247 C24
B3 17-18
1
1.0 36x247 C24
B3 17-18
36x247 C24
B3 18-19
1
1.0 36x247 C24
B3 18-19
36x247 C24
K2 6-8
1
1.0 36x97 C24
WOH2 20-12
1
1.0 36x246 C24
W2 3-15
1
1.0 36x72 C24
W3 17-11
1
1.0 36x72 C24
W5 14-3
1
1.0 36x97 C24
K1 5-9
1
1.0 36x147 C24
Z1 15-4
1
1.0 36x97 C24
Z2 17-10
1
1.0 36x97 C24

MiTek Industries S.A.
+

815

611

558

-41.49

Fix-Fix

+

1777

1362

558

-40.00

Fix-Fix

+

1127

863

558

-40.00

Fix-Pin

+

454
365
724
69

454
61
724
69

454
365
724
69

90.00
80.38
90.99
0.00

Pin-Pin
Pin-Fix
Fix-Pin
Pin-Fix

+

2113

2113

2113

0.00

Fix-Fix

+

3769

3769

4597

0.00

Fix-Fix

+

829

829

4597

0.00

Fix-Fix

+

1313

1313

1313

0.00

Fix-Fix

69

0.00

Fix-Pin

+

69
2397
851
1722
1741
1425
3375
2227
2227

69
2397
851
1278
1362
835
3375
2227
2227

1198
851
1722
1741
713
1125
2227
2227

0.00
0.00
-42.11
38.53
54.12
0.00
90.00
90.00

Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin
Pin-Pin

Créé le lundi 16 novembre 2015

HYPOTHESES DE CHARGES ET SURCHARGES
Charges permanentes:
Couverture
Plancher/Cloison
Surcharge d'exploitation:
Permanente
20%
Surcharge de neige:
Region de neige
Surcharge de vent:
Région de vent

:
:
:

0.300
0.550

0.300

Plafond haut
Plafond bas
Temporaire

80%

:
:
:

0.200
0.200

1.200

:

A1

Altitude

:

:

II

Nature du Site

: Normal

Combinaisons de charges vérifiées:
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas
Cas

1:
2:
3:
4:
5:
7:
11:
13:
15:
16:
17:
18:
19:
20:
21:
22:
23:
24:
25:

Charges Permanentes + Neige Normale (Cas 1)
Charges Perm. + Charges d'Exploitation Maj. 20% (Cas 1bis)
Charges Permanentes + 1kN Arba (Cas 2)
Charges Permanentes + Neige + 1kN Entrait (Cas 2bis)
Vent Normal G->D Depression Interne (Cas 3)
Vent Normal D->G Depression Interne (Cas 3)
Charges Permanentes + Neige Extreme (Cas 4)
Vent Extreme G->D Surpression Interne (Cas 5)
Vent Extreme D->G Surpression Interne (Cas 5)
Vent Extreme Parallele Surpression Interne (Cas 5bis)
Charges Permanentes + 1kN Arba (Cas 2) (1)
Charges Permanentes + 1kN Arba (Cas 2) (2)
Charges Permanentes + 1kN Arba (Cas 2) (3)
Charges Permanentes + 1kN Arba (Cas 2) (4)
Charges Permanentes + 1kN Arba (Cas 2) (5)
Charges Permanentes + 1kN Arba (Cas 2) (6)
Charges Permanentes + 1kN Arba (Cas 2) (7)
Charges Permanentes + 1kN Arba (Cas 2) (8)
Charges Permanentes + 1kN Arba (Cas 2) (9)

Reactions d'appuis par Cas de Charges
Cas
Charge
1
1
1
2
2
2
3
4
5
5
5
7
7
7
11
13
15
16
17
18
19
20
21
22
23
24
25

Nom

Appui
Verti
(kN)
9.360
5.511
3.849
7.999
4.075
3.924
5.903
2.999
7.468
5.507
1.961
7.031
5.507
1.524
12.382
5.569
5.435
2.046
5.165
5.013
5.013
4.882
4.737
4.605
4.605
4.449
4.314

TOTAL
perm
temps
TOTAL
perm
temps
TOTAL
TOTAL
TOTAL
perm
temps
TOTAL
perm
temps
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
TOTAL

1
Horiz
(kN)
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
-0.496
0.000
-0.496
0.496
0.000
0.496
0.000
-0.931
0.973
0.028
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

Appui
Verti
(kN)
9.892
6.126
3.766
8.620
5.120
3.500
6.255
3.700
7.672
5.582
2.089
7.595
5.582
2.012
12.957
4.329
3.750
1.552
5.642
5.794
5.794
5.925
6.070
6.202
6.202
6.359
6.493

20
Horiz
(kN)
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

RESULTATS DE CALCUL
Cas de Charge 1: Coef =1.00 Charges Permanentes + Neige Normale (Cas 1)
Charges Uniformes
Barre
Arbalétrier
T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10
Page 48/77

---Debut Barre--Vert.
Horiz.
-0.467
-0.467
-0.467
-0.639
-0.467
-0.470
-0.468
-0.464
-0.637

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

----Fin Barre---Vert.
Horiz.
-0.467
-0.467
-0.467
-0.639
-0.467
-0.470
-0.468
-0.464
-0.637

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

200 m

Etude : 1553286A - FP4
T4 10-11
-0.464
T4 11-12
-0.464
Entrait
B1 13-14
-0.199
B1 14-15
-0.199
B1 15-16
-1.470
B3 16-17
-1.470
B3 17-18
-0.199
B3 18-19
-0.199
K2 6-8
-0.018
WOH2 20-12
-0.183
Fiches
Intérieur
K1 5-9
-0.124

MiTek Industries S.A.
0.000
0.000

-0.464
-0.464

0.000
0.000

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

-0.199
-0.199
-1.470
-1.470
-0.199
-0.199
-0.018
-0.183

0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000

0.000

-0.124

0.000

Charges Ponctuelles
Noeud
J5
J9
J18
J33
J34

X
(mm)
2792
6168
8092
1134
4597

Y
(mm)
2891
2891
124
124
124

Vert.
(kN)
-0.743
-1.019
-0.735
-2.907
-1.305

Horiz.
(kN)
0.000
0.000
0.000
0.000
0.000

Moment
(kNm)
0.000
0.000
0.000
0.000
0.000

Fermes Portées

AJ7
AJ5
AJ6

Efforts/Moments aux Extremites
------ Debut de Barre ----Effort
Effort
Moment
Tranch.
Normal
(kN)
(kN)
(kNm)
Arbalétrier
T1 1-2

7.170

-6.016

0.000

------- Fin de Barre
Effort
Effort
Tranch.
Normal
(kN)
(kN)
-7.106

-5.963

-----Moment
(kNm)
1.663

T1 2-3
T1 3-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10
T4 10-11
T4 11-12
EV1 14-2
EV2 18-20
EV2 20-11
Entrait
B1 13-14
B1 14-15
B1 15-16
B3 16-17
B3 17-18
B3 18-19
K2 6-8
WOH2 20-12
Fiches
W2 3-15
W3 17-11
W5 14-3
Intérieur
K1 5-9
Z1 15-4
Z2 17-10

Créé le lundi 16 novembre 2015
-----Moment

------ Debut de Barre ----Effort
Effort
Moment
Tranch.
Normal
(kN)
(kN)
(kNm)
-1.226
1.029
-1.663
1.306
-9.767
-0.163
-2.917
-6.289
-1.961
1.011
0.212
0.537
0.180
-0.387
-0.053
-0.018
-0.247
0.000
-1.102
0.136
0.364
2.744
-6.441
1.124
-0.590
-9.167
-0.995
0.583
0.050
0.484
0.000
10.877
0.000
0.673
-2.686
0.000
-0.339
-12.570
-0.246

------- Fin de Barre
Effort
Effort
Tranch.
Normal
(kN)
(kN)
1.525
1.279
-0.849
-9.384
3.209
-6.030
-0.836
0.359
0.247
-0.019
0.442
-0.613
1.276
-0.010
-2.453
-6.699
1.074
-9.573
-0.276
-0.207
0.000
10.877
-0.673
-2.686
0.339
-12.570

(kNm)
0.163
1.961
-0.537
0.053
0.000
-0.364
-1.124
0.995
-0.484
0.000
0.000
0.246
0.000

0.000
1.629
2.968
-3.875
3.770
0.014
0.022
0.078

0.000
6.681
6.643
6.643
0.214
0.000
0.988
0.336

0.000
0.001
0.047
1.064
4.779
0.001
0.000
0.000

0.014
1.698
3.875
5.093
-3.509
0.000
0.022
0.078

0.000
6.681
6.643
6.643
0.214
0.000
0.988
0.336

-0.001
-0.047
-1.064
-4.779
-0.001
0.000
0.000
0.000

0.000
0.000
0.000

-0.051
8.218
-11.398

0.000
0.000
0.000

0.000
0.000
0.000

-0.051
8.218
-11.398

0.000
0.000
0.000

0.209
0.000
0.000

-7.455
4.701
3.743

0.000
0.000
0.000

0.209
0.000
0.000

-7.455
4.701
3.743

0.000
0.000
0.000

Verification des Contraintes pour le cas de charge 1
Barres Externes:
Barre

--Section-BxH Cat.

T1 1-2
36x197 C24 +
T1 1-2
36x197 C24
T1 2-3
36x197 C24 +
T1 2-3
36x197 C24
T1 3-4
36x197 C24 +
T1 3-4
36x197 C24
T1 4-5
36x197 C24 +
T1 4-5
36x197 C24
T1 5-6
36x197 C24 +
T1 5-6
36x112 C24 +
T1 5-6
36x197 C24
T2 6-7
36x112 C24
T3 7-8
36x112 C24
T4 8-9
36x197 C24 +
T4 8-9
36x112 C24 +
T4 8-9
36x197 C24
T4 9-10
36x197 C24 +
T4 9-10
36x197 C24
T4 10-11
36x197 C24 +
T4 10-11
36x197 C24
T4 11-12
36x197 C24 +
T4 11-12
36x197 C24
EV1 14-2
36x97 C24
EV2 18-20
36x97 C24
B1 13-14
36x247 C24 +
B1 13-14
36x247 C24
B1 14-15
36x247 C24 +
B1 14-15
36x247 C24
B1 15-17
36x247 C24 +
B1 15-17
36x247 C24
B3 17-18
36x247 C24 +
B3 17-18
36x247 C24
B3 18-19
36x247 C24 +
B3 18-19
36x247 C24
K2 6-8
36x97 C24
WOH2 20-12
36x246 C24
Barres Internes:
Barre
--Section-BxH Cat.
K1
Page 49/77

5-9

36x147 C24

--- Maximum --Effort
Moment
(kN)
(kNm)
-2.984
0.749

--Plan Ferme -K
Taux
1.000

0.337

---Plan Perp--Signal
K
Taux ATF
1.000

0.337

0.527

0.764

-4.711

0.908

1.000

0.424

1.000

0.424

-3.131

0.861

1.000

0.383

1.000

0.383

0.132

-0.275

-0.232
-0.576
0.002

0.113
-0.298
-0.606

0.980
0.980

0.143
0.375
0.197

0.806
0.806

0.144
0.378

-3.234

-0.451

1.000

0.224

1.000

0.224

-4.604

0.443

1.000

0.241

1.000

0.241

0.012

-0.210

1.000

0.082

1.000

0.082

10.877
-2.686
0.000

0.000
0.221
-0.000

3.340

0.811

0.259

3.321

1.475

0.424

0.107

-2.143

0.534

0.000

-0.000

0.988
0.336

0.310

0.092

1.000

0.013
0.017

--- Maximum --Effort
Moment
(kN)
(kNm)
-7.455
0.177

0.479
0.437

1.000

0.437

0.064
0.010
--Plan Ferme -K
Taux
0.490

0.426

1

---Plan Perp--Signal
K
Taux ATF
0.264

0.685

2

Etude : 1553286A - FP4
Z1 15-4
36x97 C24
Z2 17-10
36x97 C24
EV2 20-11
36x219 C24
W2 3-15
36x72 C24
W3 17-11
36x72 C24
W5 14-3
36x97 C24
Noeuds:
Noeud
--Section-BxH Cat.
J1
J1
J2
J2
J3
J3
J4
J4
J5
J5
J6
J7
J7
J8
J9
J9
J10
J10
J11
J11
J12
J12
J18
J20
J14
J14
J15
J15
J17
J17
J18
J18

T1 1-2
T1 1-2
T1 1-2
T1 1-2
T1 3-4
T1 3-4
T1 3-4
T1 3-4
T1 4-5
T1 4-5
T2 6-7
T2 6-7
T3 7-8
T3 7-8
T4 9-10
T4 9-10
T4 10-11
T4 10-11
T4 10-11
T4 10-11
T4 11-12
T4 11-12
EV2 18-20
EV2 18-20
B1 14-15
B1 14-15
B1 15-17
B1 15-17
B1 15-17
B1 15-17
B3 17-18
B3 17-18

36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x112
36x112
36x112
36x112
36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x197
36x97
36x97
36x247
36x247
36x247
36x247
36x247
36x247
36x247
36x247

C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24
C24

4.701
3.743
-12.570
-0.051
8.218
-11.398

+

0.000
0.000
0.221
0.000
0.000
0.000

1.000
0.452
0.839

--- Maximum --Effort
Moment
(kN)
(kNm)
-3.006
0.083

MiTek Industries S.A.
Noeud

0.207
0.165
0.238
0.005
0.488
0.409

0.613
0.090

0.343
0.023

0.627

0.548

--Plan Ferme -K
Taux

1

---Plan Perp--Signal
K
Taux ATF

1.000

0.077

1.000

0.077

1

+

-2.981

0.832

1.000

0.369

1.000

0.369

1

+

-4.865

0.189

1.000

0.146

1.000

0.146

1

+

-4.692

0.980

1.000

0.452

1.000

0.452

1

+

-3.015

-0.268

1.000

0.150

1.000

0.150

1

+

-0.350
-0.055
-0.284
-0.613
-3.221

0.078
0.036
-0.006
-0.364
-0.562

1.000
1.000
1.000
1.000
1.000

0.104
0.045
0.015
0.456
0.267

1.000
1.000
1.000
1.000
1.000

0.104
0.045
0.015
0.456
0.267

1
1
1
1
1

+

-4.583

0.498

1.000

0.262

1.000

0.262

1

+

-4.786

-0.242

1.000

0.165

1.000

0.165

1

+

-0.091

-0.016

1.000

0.008

1.000

0.008

1

J19
J19
J6
J8
J20
J12
J5
J9
J20
J11

--Section-BxH Cat.

B3 18-19 36x247 C24 +
B3 18-19 36x247 C24
K2 6-8
36x97 C24
K2 6-8
36x97 C24
WOH2 20-12 36x246 C24
WOH2 20-12 36x246 C24
K1 5-9
36x147 C24
K1 5-9
36x147 C24
EV2 20-11 36x219 C24
EV2 20-11 36x219 C24

--- Maximum --Effort
Moment
(kN)
(kNm)
0.000
0.000
0.988
0.988
0.336
0.336
-7.455
-7.455
-12.570
-12.570

--Plan Ferme -K
Taux

Créé le lundi 16 novembre 2015
---Plan Perp--Signal
K
Taux ATF
1

0.005
0.005
0.006
0.006
0.064
1.000
0.064
1.000
0.246
1.000
0.025
1.000

0.051
0.051
0.007
0.007
0.193
1.000
0.193
1.000
0.245
1.000
0.176
1.000

1
1
1
1
0.193 1
0.193 1
0.245 1
0.176 1

Reactions d'appuis

0.025
0.246
0.170

1.000
1.000

0.121
0.476
0.100

1.000
1.000

Noeud
Appui
J1
J20

----- Reaction -----Verti
Horiz
(kN)
(kN)
9.360
0.000
9.892
0.000

----- Largeur -----Réelle
Néc.
(mm)
(mm)
220
78
220
119

----------- Hauteur ----------Réelle
Néc.
Taux
(mm)
(mm)
Cis.
197
136
0.69
247
3
0.01

+

-2.686
-2.686
3.340

0.121
0.476

+

3.321

0.581

0.202

1

+

3.321

-2.390

0.651

1

+

0.107

-0.231

0.059

1

Verifications des Deformations pour le cas de charge 1
Fleche Locale

1
1
1

Barre
Debut-Fin
T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
T4 8-9
T4 9-10
T4 10-11
T4 11-12
EV2 18-20
B1 13-14
B1 14-15
B1 15-16
B3 16-17
B3 17-18
B3 18-19
K2 6-8
WOH2 20-12
K1 5-9

---------- Panneau -----------Reelle-----Admiss.-Fleche Ratio
Fleche Ratio
-0.02 L/999
0.78 L/300
-0.32 L/999
3.64 L/300
-0.87 L/999
5.56 L/300
-0.16 L/999
2.04 L/400
0.03 L/999
2.13 L/300
-1.29 L/999
5.27 L/300
1.25 L/999
5.27 L/300
0.10 L/999
2.13 L/300
0.09 L/999
2.04 L/400
-0.32 L/999
5.92 L/300
0.07 L/999
3.76 L/300
-0.08 L/999
1.22 L/300
0.00 L/999
1.00 L/400
-0.79 L/999
5.28 L/400
-6.16 L/746
11.49 L/400
-6.16 L/746
11.49 L/400
0.74 L/999
3.28 L/400
0.00 L/999
1.00 L/400
-0.43 L/999
7.99 L/300
-0.00 L/999
2.13 L/400
-3.30 L/999
8.44 L/400

--------- Segment ------------Reelle-----Admiss.-Fleche Ratio
Fleche Ratio
-1.79 L/999
20.09 L/300
-7.64 L/789
20.09 L/300
-11.62 L/518
20.09 L/300
-11.61 L/518
20.09 L/300
-9.84 L/612
20.09 L/300
-8.35 L/722
20.09 L/300
7.39 L/804
19.80 L/300
7.35 L/808
19.80 L/300
-4.53 L/999
19.80 L/300
3.87 L/999
19.80 L/300
1.81 L/999
19.80 L/300
-0.00 L/999
1.22 L/300
-0.40 L/999
16.32 L/500
-9.94 L/821
16.32 L/500
-12.27 L/665
16.32 L/500
-12.27 L/665
16.32 L/500
1.07 L/999
16.32 L/500
0.12 L/999
16.32 L/500
0.00 L/999
4.79 L/500
-0.00 L/999
4.25 L/200
0.00 L/999
6.75 L/500

Flèche Globale
Noeud
J1
J2
J3
J4
J5
J6
J7
J8
J9
J10
J11
J12
J18
J20
J13
J14
J15
J17
J19

---- Deplacement ----X
Y
Rotation
0.000
0.000
0.000
1.217 -1.477
0.000
5.358 -6.394 -0.006
8.382 -10.223 -0.004
7.454 -9.245
0.000
6.717 -8.364
0.002
1.807 -2.692
0.001
6.873
3.230
0.000
6.247
2.485 -0.001
4.810
0.934 -0.002
3.677 -0.182 -0.002
2.694 -1.352 -0.001
1.438
0.258 -0.001
2.686
0.000 -0.001
1.112 -1.460
0.000
1.112 -1.843
0.000
1.215 -10.966 -0.004
1.436
0.346 -0.002
1.438
0.155 -0.001

------ Admissible
X
Y
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000
5.000
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525
10.000 16.525

----Ratio
L/500
L/500
L/500
L/500
L/500
L/500
L/500
L/500
L/500
L/500
L/500
L/200
L/500
L/500
L/500
L/500
L/500
L/500
L/500

Signal

Cas de Charge 11: Coef =1.50 Charges Permanentes + Neige Extreme (Cas 4)
Charges Uniformes
Barre
Arbalétrier
T1 1-2
T1 2-3
T1 3-4
T1 4-5
T1 5-6
T2 6-7
T3 7-8
Page 50/77

---Debut Barre--Vert.
Horiz.
-0.607
-0.607
-0.607
-0.797
-0.607
-0.611
-0.608

0.000
0.000
0.000
0.000
0.000
0.000
0.000

----Fin Barre---Vert.
Horiz.
-0.607
-0.607
-0.607
-0.797
-0.607
-0.611
-0.608

0.000
0.000
0.000
0.000
0.000
0.000
0.000

Signal

Signal



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