Dalle109 .pdf
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Aperçu du document
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
1.
Dalle : Dalle109 - panneau n° 109_ Volée tout niveau_ courant
1.1. Ferraillage :
Type
Direction armatures principales
Classe armatures principales
Diamètres des barres
Enrobage
: Coque BA
: 0°
: HA 500; résistance caractéristique = 500,00 MPa
inférieures
d1 = 1,2 (cm) d2 = 1,2 (cm)
supérieures
d1 = 1,2 (cm) d2 = 1,2 (cm)
inférieur c1 = 3,0 (cm)
supérieur c2 = 3,0 (cm)
1.2. Béton
Classe
Densité
: BETON30; résistance caractéristique = 30,00 MPa
: 2501,36 (kG/m3)
1.3. Hypothèses
Calculs suivant
Méthode de calcul de la section d'acier
Fissuration
- lit supérieur
- lit inférieur
Flèche admissible
Vérification du poinçonnement
Tenue au feu
Type de calcul
: BAEL 91 mod. 99
: Aucun
: peu préjudiciable
: peu préjudiciable
: 3,0 (cm)
: oui
:0h
: flexion + compression/traction
1.4. Geométrie de la dalle
Epaisseur 0,14 (m)
Contour :
bord
début
x1
0,00
1,36
1,36
0,00
1
2
3
4
y1
1,30
1,30
0,06
0,00
fin
x2
1,36
1,36
0,00
0,00
y2
1,30
0,06
0,00
1,30
longueur
(m)
1,36
1,24
1,36
1,30
Appui :
n°
Nom
211
linéaire
dimensions
(m)
0,50 / 0,50
coordonnées
x
y
1,36
0,06
* - présence du chapiteau
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
Tél. : 690 346108
bord
—
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
1.5. Résultats des calculs :
1.5.1. Moments maximaux + ferraillage pour la flexion, compression/traction
Ax(+)
Ax(-)
Ay(+)
Ay(-)
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
0,00
3,00;13,84
3,00;13,84
3,00;13,84
Ferraillage réelle (cm2/m):
0,00
Ferraillage théorique modifié (cm2/m):
0,00
Ferraillage théorique primaire (cm2/m):
0,00
Coordonnées (m):
3,00;13,84
1.5.2. Moments maximaux + ferraillage pour la flexion, compression/traction
Ax(+)
Symboles : section théorique/section réelle
Ax(+) (cm2/m)
0,00*^/0,00
0,00*^/0,00
Ax(-) (cm2/m)
0,00*^/0,00
0,00*^/0,00
Ay(+) (cm2/m)
0,00*^/0,00
0,00*^/0,00
Ay(-) (cm2/m)
0,00*^/0,00
0,00*^/0,00
Coordonnées (m)
Coordonnées* (m)
Ax(-)
Ay(+)
0,00*^/0,00
0,00*^/0,00
0,00*^/0,00
0,00*^/0,00
0,00*^/0,00
0,00*^/0,00
0,00*^/0,00
0,00*^/0,00
Ay(-)
3,00;13,84
3,00;13,84
3,00;13,84
0,00;0,00;0,00
0,00;0,00;0,00
0,00;0,00;0,00
0,00;0,00;0,00
* - Coordonnées dans le repère global de la structure
3,00;13,84
1.5.3. Poinçonnement
Appui N°/ Point
P1
Appui N°/ Point
P1
Position (m)
x
y
1,36
0,06
Géométrie : (m)
a
b
0,50
0,50
force
Chargements : (kN) Périmètre critique
Q
Qadm
u
36,82
57,01
0,62
d
-
h
-
(m)
Qadm / Q
1,55 > 1
1.5.4. Flčche
|f(+)| = 0,0 (cm) <= fdop(+) = 3,0 (cm)
|f(-)| = 0,0 (cm) <= fdop(-) = 3,0 (cm)
2.
Chargements :
Cas
1
PZ Moins
1
202A210 294 295
1
relatives
1
relatives
Type
poids propre
Liste
Valeur
85 86 107A111 116 117 202A210 294A296
(EF) surfacique uniforme
PZ=-8,55[kN/m2]
charge uniforme
85 86 107A111 116 117
PZ=-1,24[kN/m]
charge uniforme
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
PZ=-1,24[kN/m]
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
1
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
force nodale
charge uniforme
671
FZ=-0,00[kN]
PZ=-1,25[kN/m]
charge uniforme
PZ=-1,25[kN/m]
charge uniforme
PZ=-1,26[kN/m]
charge uniforme
PZ=-1,26[kN/m]
charge uniforme
PZ=-1,27[kN/m]
charge uniforme
PZ=-1,27[kN/m]
charge uniforme
PZ=-1,28[kN/m]
charge uniforme
PZ=-1,28[kN/m]
force nodale
charge uniforme
642
FZ=-0,00[kN]
PZ=-1,28[kN/m]
charge uniforme
PZ=-1,29[kN/m]
charge uniforme
PZ=-1,30[kN/m]
charge uniforme
PZ=-1,30[kN/m]
charge uniforme
PZ=-1,31[kN/m]
charge uniforme
PZ=-1,31[kN/m]
charge uniforme
PZ=-1,32[kN/m]
charge uniforme
PZ=-1,32[kN/m]
charge uniforme
PZ=-1,33[kN/m]
charge uniforme
PZ=-1,33[kN/m]
charge uniforme
PZ=-1,33[kN/m]
charge uniforme
PZ=-1,34[kN/m]
charge uniforme
PZ=-1,34[kN/m]
charge uniforme
PZ=-1,35[kN/m]
charge uniforme
PZ=-1,36[kN/m]
charge uniforme
PZ=-1,36[kN/m]
charge uniforme
PZ=-1,36[kN/m]
charge uniforme
PZ=-1,37[kN/m]
charge uniforme
PZ=-1,37[kN/m]
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
1
1
relatives
1
1
relatives
1
1
relatives
1
1
relatives
1
relatives
1
1
relatives
1
relatives
1
relatives
1
relatives
1
1
1
relatives
1
1
relatives
1
1
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
force nodale
charge uniforme
632
FZ=-0,00[kN]
PZ=-1,38[kN/m]
force nodale
charge uniforme
633
FZ=-0,00[kN]
PZ=-1,38[kN/m]
force nodale
charge uniforme
1284
FZ=-0,00[kN]
PZ=-1,39[kN/m]
force nodale
charge uniforme
1284
FZ=-0,00[kN]
PZ=-1,39[kN/m]
charge uniforme
force nodale
charge uniforme
PZ=-1,40[kN/m]
1101
FZ=-0,00[kN]
PZ=-1,40[kN/m]
charge uniforme
PZ=-1,41[kN/m]
charge uniforme
PZ=-1,41[kN/m]
charge uniforme
PZ=-1,42[kN/m]
force nodale
force nodale
charge uniforme
637
1334
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,42[kN/m]
force nodale
charge uniforme
342
FZ=-0,00[kN]
PZ=-1,42[kN/m]
force nodale
force nodale
charge uniforme
342
341
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,43[kN/m]
charge uniforme
PZ=-1,43[kN/m]
charge uniforme
PZ=-1,44[kN/m]
charge uniforme
PZ=-1,45[kN/m]
charge uniforme
PZ=-1,45[kN/m]
force nodale
charge uniforme
1635
FZ=-0,00[kN]
PZ=-1,46[kN/m]
charge uniforme
PZ=-1,46[kN/m]
charge uniforme
PZ=-1,47[kN/m]
charge uniforme
PZ=-1,47[kN/m]
charge uniforme
PZ=-1,48[kN/m]
charge uniforme
PZ=-1,48[kN/m]
charge uniforme
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
PZ=-1,49[kN/m]
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
relatives
1
1
1
relatives
1
relatives
1
1
relatives
1
relatives
1
1
relatives
1
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
1
force nodale
force nodale
charge uniforme
1532
1655
charge uniforme
force nodale
charge uniforme
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,49[kN/m]
PZ=-1,50[kN/m]
1361
charge uniforme
FZ=-0,00[kN]
PZ=-1,50[kN/m]
PZ=-1,51[kN/m]
force nodale
charge uniforme
1516
FZ=-0,00[kN]
PZ=-1,51[kN/m]
force nodale
charge uniforme
1513
FZ=-0,00[kN]
PZ=-1,52[kN/m]
charge uniforme
PZ=-1,52[kN/m]
charge uniforme
PZ=-1,53[kN/m]
charge uniforme
PZ=-1,53[kN/m]
charge uniforme
PZ=-1,54[kN/m]
charge uniforme
PZ=-1,54[kN/m]
charge uniforme
PZ=-1,54[kN/m]
charge uniforme
PZ=-1,55[kN/m]
charge uniforme
PZ=-1,55[kN/m]
charge uniforme
PZ=-1,56[kN/m]
charge uniforme
PZ=-1,57[kN/m]
charge uniforme
PZ=-1,58[kN/m]
charge uniforme
PZ=-1,60[kN/m]
charge uniforme
PZ=-1,61[kN/m]
charge uniforme
PZ=-1,63[kN/m]
charge uniforme
PZ=-1,65[kN/m]
charge uniforme
PZ=-1,67[kN/m]
charge uniforme
PZ=-1,68[kN/m]
charge uniforme
PZ=-1,70[kN/m]
force nodale
charge uniforme
533
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
FZ=-0,00[kN]
PZ=-1,71[kN/m]
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
relatives
1
1
relatives
1
1
relatives
1
1
1
relatives
1
relatives
1
relatives
1
relatives
1
1
relatives
1
1
relatives
1
relatives
1
relatives
1
1
relatives
1
1
relatives
1
1
relatives
1
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
force nodale
charge uniforme
533
FZ=-0,00[kN]
PZ=-1,73[kN/m]
force nodale
charge uniforme
1647
FZ=-0,00[kN]
PZ=-1,74[kN/m]
force nodale
force nodale
charge uniforme
1647
984
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,76[kN/m]
charge uniforme
PZ=-1,77[kN/m]
charge uniforme
PZ=-1,79[kN/m]
charge uniforme
PZ=-1,80[kN/m]
force nodale
charge uniforme
1203
FZ=-0,00[kN]
PZ=-1,82[kN/m]
force nodale
charge uniforme
648
FZ=-0,00[kN]
PZ=-1,84[kN/m]
charge uniforme
PZ=-1,86[kN/m]
charge uniforme
PZ=-1,88[kN/m]
force nodale
charge uniforme
1005
FZ=-0,00[kN]
PZ=-1,89[kN/m]
force nodale
charge uniforme
1147
FZ=-0,00[kN]
PZ=-1,91[kN/m]
force nodale
charge uniforme
1147
FZ=-0,00[kN]
PZ=-1,92[kN/m]
force nodale
charge uniforme
1146
FZ=-0,00[kN]
PZ=-1,94[kN/m]
charge uniforme
PZ=-1,95[kN/m]
charge uniforme
PZ=-1,97[kN/m]
charge uniforme
PZ=-1,99[kN/m]
charge uniforme
PZ=-2,01[kN/m]
charge uniforme
PZ=-2,03[kN/m]
charge uniforme
PZ=-2,04[kN/m]
charge uniforme
PZ=-2,06[kN/m]
charge uniforme
PZ=-2,08[kN/m]
charge uniforme
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
PZ=-2,09[kN/m]
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
1
relatives
1
relatives
1
relatives
1
relatives
1
1
1
relatives
1
charge uniforme
PZ=-2,11[kN/m]
charge uniforme
PZ=-2,13[kN/m]
charge uniforme
PZ=-2,15[kN/m]
charge uniforme
PZ=-2,16[kN/m]
charge uniforme
PZ=-2,18[kN/m]
charge uniforme
PZ=-2,20[kN/m]
charge uniforme
PZ=-2,21[kN/m]
charge uniforme
PZ=-2,23[kN/m]
charge uniforme
PZ=-2,25[kN/m]
charge uniforme
PZ=-2,26[kN/m]
force nodale
charge uniforme
1011
FZ=-0,00[kN]
PZ=-2,28[kN/m]
charge uniforme
PZ=-2,30[kN/m]
charge uniforme
PZ=-2,31[kN/m]
charge uniforme
PZ=-2,33[kN/m]
charge uniforme
PZ=-2,35[kN/m]
charge uniforme
PZ=-2,36[kN/m]
charge uniforme
PZ=-2,38[kN/m]
charge uniforme
PZ=-2,40[kN/m]
charge uniforme
PZ=-2,41[kN/m]
charge uniforme
PZ=-2,43[kN/m]
force nodale
charge uniforme
1207
FZ=-0,00[kN]
PZ=-2,45[kN/m]
charge uniforme
PZ=-2,46[kN/m]
charge uniforme
PZ=-2,48[kN/m]
charge uniforme
PZ=-2,49[kN/m]
force nodale
force nodale
charge uniforme
1564
1009
force nodale
1009
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,51[kN/m]
FZ=-0,00[kN]
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
1
relatives
1
relatives
1
relatives
1
relatives
1
1
1
relatives
1
1
relatives
1
relatives
1
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
1
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
1
relatives
1
1
relatives
1
relatives
1
relatives
1
1
relatives
1
relatives
1
charge uniforme
PZ=-2,53[kN/m]
charge uniforme
PZ=-2,54[kN/m]
charge uniforme
PZ=-2,56[kN/m]
charge uniforme
PZ=-2,57[kN/m]
force nodale
force nodale
charge uniforme
487
1340
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,59[kN/m]
force nodale
charge uniforme
1340
FZ=-0,00[kN]
PZ=-2,60[kN/m]
charge uniforme
force nodale
charge uniforme
PZ=-2,61[kN/m]
1149
FZ=-0,00[kN]
PZ=-2,63[kN/m]
charge uniforme
PZ=-2,64[kN/m]
charge uniforme
PZ=-2,66[kN/m]
charge uniforme
PZ=-2,68[kN/m]
charge uniforme
PZ=-2,69[kN/m]
force nodale
force nodale
charge uniforme
1368
1017
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,71[kN/m]
charge uniforme
PZ=-2,73[kN/m]
charge uniforme
PZ=-2,75[kN/m]
charge uniforme
PZ=-2,76[kN/m]
charge uniforme
PZ=-2,78[kN/m]
force nodale
charge uniforme
921
FZ=-0,00[kN]
PZ=-2,79[kN/m]
force nodale
charge uniforme
920
FZ=-0,00[kN]
PZ=-2,80[kN/m]
charge uniforme
PZ=-2,81[kN/m]
charge uniforme
PZ=-2,83[kN/m]
force nodale
charge uniforme
59
FZ=-0,00[kN]
PZ=-2,85[kN/m]
charge uniforme
force nodale
PZ=-2,87[kN/m]
1156
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
FZ=-0,00[kN]
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
1
relatives
1
relatives
1
relatives
1
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
1
relatives
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
relatives
1
1
relatives
1
1
1
relatives
1
1
relatives
1
1
1
relatives
1
charge uniforme
PZ=-2,89[kN/m]
charge uniforme
PZ=-2,90[kN/m]
charge uniforme
PZ=-2,92[kN/m]
force nodale
charge uniforme
1299
FZ=-0,00[kN]
PZ=-2,94[kN/m]
charge uniforme
PZ=-2,96[kN/m]
charge uniforme
PZ=-2,98[kN/m]
charge uniforme
PZ=-2,99[kN/m]
charge uniforme
PZ=-3,01[kN/m]
charge uniforme
PZ=-3,03[kN/m]
charge uniforme
PZ=-3,05[kN/m]
force nodale
charge uniforme
468
FZ=-0,00[kN]
PZ=-3,07[kN/m]
force nodale
charge uniforme
430
FZ=-0,00[kN]
PZ=-3,07[kN/m]
force nodale
force nodale
charge uniforme
430
464
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,08[kN/m]
force nodale
force nodale
charge uniforme
464
456
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,09[kN/m]
force nodale
force nodale
charge uniforme
456
431
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,10[kN/m]
charge uniforme
PZ=-3,12[kN/m]
force nodale
charge uniforme
426
FZ=-0,00[kN]
PZ=-3,14[kN/m]
force nodale
force nodale
charge uniforme
463
445
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,16[kN/m]
force nodale
charge uniforme
443
FZ=-0,00[kN]
PZ=-3,17[kN/m]
force nodale
force nodale
charge uniforme
443
490
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,18[kN/m]
force nodale
490
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
FZ=-0,00[kN]
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
1
1
relatives
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
relatives
1
relatives
1
relatives
1
force nodale
charge uniforme
1379
FZ=-0,00[kN]
PZ=-3,20[kN/m]
force nodale
charge uniforme
1378
FZ=-0,00[kN]
PZ=-3,22[kN/m]
force nodale
force nodale
charge uniforme
1378
1161
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,25[kN/m]
force nodale
force nodale
charge uniforme
1161
461
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,28[kN/m]
force nodale
charge uniforme
1301
FZ=-0,00[kN]
PZ=-3,31[kN/m]
force nodale
force nodale
charge uniforme
1301
1491
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,34[kN/m]
force nodale
force nodale
charge uniforme
1491
252
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,37[kN/m]
force nodale
force nodale
charge uniforme
252
250
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,40[kN/m]
force nodale
force nodale
charge uniforme
250
1495
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,42[kN/m]
force nodale
force nodale
charge uniforme
1495
1376
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,45[kN/m]
force nodale
force nodale
charge uniforme
1376
448
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,47[kN/m]
force nodale
force nodale
charge uniforme
448
450
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,50[kN/m]
force nodale
force nodale
charge uniforme
450
1537
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,53[kN/m]
charge uniforme
PZ=-3,55[kN/m]
charge uniforme
PZ=-3,59[kN/m]
charge uniforme
PZ=-3,64[kN/m]
charge uniforme
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
PZ=-3,70[kN/m]
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
relatives
1
relatives
1
1
relatives
1
relatives
1
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
charge uniforme
force nodale
charge uniforme
PZ=-3,75[kN/m]
7
FZ=-7,41[kN]
PZ=-3,09[kN/m]
charge uniforme
force nodale
charge uniforme
PZ=-3,09[kN/m]
671
FZ=-0,00[kN]
PZ=-3,10[kN/m]
charge uniforme
PZ=-3,12[kN/m]
charge uniforme
PZ=-3,13[kN/m]
charge uniforme
PZ=-3,14[kN/m]
charge uniforme
PZ=-3,16[kN/m]
charge uniforme
PZ=-3,17[kN/m]
charge uniforme
PZ=-3,18[kN/m]
charge uniforme
PZ=-3,17[kN/m]
force nodale
charge uniforme
642
FZ=-0,00[kN]
PZ=-3,20[kN/m]
charge uniforme
PZ=-3,21[kN/m]
charge uniforme
PZ=-3,22[kN/m]
charge uniforme
PZ=-3,24[kN/m]
charge uniforme
PZ=-3,25[kN/m]
charge uniforme
PZ=-3,26[kN/m]
charge uniforme
PZ=-3,28[kN/m]
charge uniforme
PZ=-3,29[kN/m]
charge uniforme
PZ=-3,30[kN/m]
charge uniforme
PZ=-3,31[kN/m]
charge uniforme
PZ=-3,32[kN/m]
charge uniforme
PZ=-3,33[kN/m]
charge uniforme
PZ=-3,34[kN/m]
charge uniforme
PZ=-3,36[kN/m]
charge uniforme
PZ=-3,38[kN/m]
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
1
relatives
1
relatives
1
relatives
1
relatives
1
1
relatives
1
1
relatives
1
1
relatives
1
1
relatives
1
relatives
1
1
relatives
1
relatives
1
relatives
1
relatives
1
1
1
relatives
1
1
relatives
1
1
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
1
relatives
1
relatives
1
charge uniforme
PZ=-3,39[kN/m]
charge uniforme
PZ=-3,40[kN/m]
charge uniforme
PZ=-3,41[kN/m]
charge uniforme
PZ=-3,42[kN/m]
force nodale
charge uniforme
632
FZ=-0,00[kN]
PZ=-3,44[kN/m]
force nodale
charge uniforme
633
FZ=-0,00[kN]
PZ=-3,44[kN/m]
force nodale
charge uniforme
1284
FZ=-0,00[kN]
PZ=-3,45[kN/m]
force nodale
charge uniforme
1284
FZ=-0,00[kN]
PZ=-3,46[kN/m]
charge uniforme
force nodale
charge uniforme
PZ=-3,48[kN/m]
1101
FZ=-0,00[kN]
PZ=-3,49[kN/m]
charge uniforme
PZ=-3,50[kN/m]
charge uniforme
PZ=-3,52[kN/m]
charge uniforme
PZ=-3,52[kN/m]
force nodale
force nodale
charge uniforme
637
1334
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,54[kN/m]
force nodale
charge uniforme
342
FZ=-0,00[kN]
PZ=-3,54[kN/m]
force nodale
force nodale
charge uniforme
342
341
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,56[kN/m]
charge uniforme
PZ=-3,57[kN/m]
charge uniforme
PZ=-3,59[kN/m]
charge uniforme
PZ=-3,60[kN/m]
charge uniforme
PZ=-3,62[kN/m]
force nodale
charge uniforme
1635
charge uniforme
PZ=-3,64[kN/m]
charge uniforme
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
FZ=-0,00[kN]
PZ=-3,63[kN/m]
PZ=-3,65[kN/m]
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
1
1
relatives
1
relatives
1
1
relatives
1
relatives
1
1
relatives
1
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
charge uniforme
PZ=-3,67[kN/m]
charge uniforme
PZ=-3,68[kN/m]
charge uniforme
PZ=-3,69[kN/m]
charge uniforme
PZ=-3,70[kN/m]
force nodale
force nodale
charge uniforme
1532
1655
charge uniforme
force nodale
charge uniforme
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,72[kN/m]
PZ=-3,73[kN/m]
1361
charge uniforme
FZ=-0,00[kN]
PZ=-3,74[kN/m]
PZ=-3,75[kN/m]
force nodale
charge uniforme
1516
FZ=-0,00[kN]
PZ=-3,77[kN/m]
force nodale
charge uniforme
1513
FZ=-0,00[kN]
PZ=-3,78[kN/m]
charge uniforme
PZ=-3,79[kN/m]
charge uniforme
PZ=-3,81[kN/m]
charge uniforme
PZ=-3,82[kN/m]
charge uniforme
PZ=-3,82[kN/m]
charge uniforme
PZ=-3,83[kN/m]
charge uniforme
PZ=-3,85[kN/m]
charge uniforme
PZ=-3,86[kN/m]
charge uniforme
PZ=-3,87[kN/m]
charge uniforme
PZ=-3,88[kN/m]
charge uniforme
PZ=-3,90[kN/m]
charge uniforme
PZ=-3,93[kN/m]
charge uniforme
PZ=-3,98[kN/m]
charge uniforme
PZ=-4,02[kN/m]
charge uniforme
PZ=-4,06[kN/m]
charge uniforme
PZ=-4,10[kN/m]
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
1
relatives
1
relatives
1
relatives
1
1
relatives
1
1
relatives
1
1
relatives
1
1
1
relatives
1
relatives
1
relatives
1
relatives
1
1
relatives
1
1
relatives
1
relatives
1
relatives
1
1
relatives
1
1
relatives
1
1
relatives
1
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
charge uniforme
PZ=-4,15[kN/m]
charge uniforme
PZ=-4,19[kN/m]
charge uniforme
PZ=-4,23[kN/m]
force nodale
charge uniforme
533
FZ=-0,00[kN]
PZ=-4,27[kN/m]
force nodale
charge uniforme
533
FZ=-0,00[kN]
PZ=-4,31[kN/m]
force nodale
charge uniforme
1647
FZ=-0,00[kN]
PZ=-4,34[kN/m]
force nodale
force nodale
charge uniforme
1647
984
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-4,38[kN/m]
charge uniforme
PZ=-4,42[kN/m]
charge uniforme
PZ=-4,46[kN/m]
charge uniforme
PZ=-4,49[kN/m]
force nodale
charge uniforme
1203
FZ=-0,00[kN]
PZ=-4,53[kN/m]
force nodale
charge uniforme
648
FZ=-0,00[kN]
PZ=-4,58[kN/m]
charge uniforme
PZ=-4,64[kN/m]
charge uniforme
PZ=-4,68[kN/m]
force nodale
charge uniforme
1005
FZ=-0,00[kN]
PZ=-4,71[kN/m]
force nodale
charge uniforme
1147
FZ=-0,00[kN]
PZ=-4,75[kN/m]
force nodale
charge uniforme
1147
FZ=-0,00[kN]
PZ=-4,79[kN/m]
force nodale
charge uniforme
1146
FZ=-0,00[kN]
PZ=-4,82[kN/m]
charge uniforme
PZ=-4,87[kN/m]
charge uniforme
PZ=-4,91[kN/m]
charge uniforme
PZ=-4,96[kN/m]
charge uniforme
PZ=-5,00[kN/m]
charge uniforme
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
PZ=-5,04[kN/m]
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
1
relatives
1
relatives
1
charge uniforme
PZ=-5,09[kN/m]
charge uniforme
PZ=-5,13[kN/m]
charge uniforme
PZ=-5,17[kN/m]
charge uniforme
PZ=-5,21[kN/m]
charge uniforme
PZ=-5,26[kN/m]
charge uniforme
PZ=-5,30[kN/m]
charge uniforme
PZ=-5,34[kN/m]
charge uniforme
PZ=-5,38[kN/m]
charge uniforme
PZ=-5,43[kN/m]
charge uniforme
PZ=-5,47[kN/m]
charge uniforme
PZ=-5,51[kN/m]
charge uniforme
PZ=-5,56[kN/m]
charge uniforme
PZ=-5,60[kN/m]
charge uniforme
PZ=-5,63[kN/m]
force nodale
charge uniforme
1011
FZ=-0,00[kN]
PZ=-5,68[kN/m]
charge uniforme
PZ=-5,72[kN/m]
charge uniforme
PZ=-5,76[kN/m]
charge uniforme
PZ=-5,80[kN/m]
charge uniforme
PZ=-5,84[kN/m]
charge uniforme
PZ=-5,88[kN/m]
charge uniforme
PZ=-5,93[kN/m]
charge uniforme
PZ=-5,97[kN/m]
charge uniforme
PZ=-6,01[kN/m]
charge uniforme
PZ=-6,05[kN/m]
force nodale
charge uniforme
1207
charge uniforme
PZ=-6,13[kN/m]
charge uniforme
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
FZ=-0,00[kN]
PZ=-6,09[kN/m]
PZ=-6,17[kN/m]
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
relatives
1
relatives
1
1
1
relatives
1
1
relatives
1
relatives
1
relatives
1
relatives
1
1
1
relatives
1
1
relatives
1
relatives
1
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
1
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
1
relatives
1
1
relatives
1
relatives
charge uniforme
PZ=-6,21[kN/m]
force nodale
force nodale
charge uniforme
1564
1009
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-6,25[kN/m]
force nodale
charge uniforme
1009
FZ=-0,00[kN]
PZ=-6,29[kN/m]
charge uniforme
PZ=-6,32[kN/m]
charge uniforme
PZ=-6,37[kN/m]
charge uniforme
PZ=-6,41[kN/m]
force nodale
force nodale
charge uniforme
487
1340
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-6,45[kN/m]
force nodale
charge uniforme
1340
FZ=-0,00[kN]
PZ=-6,48[kN/m]
charge uniforme
force nodale
charge uniforme
PZ=-6,49[kN/m]
1149
FZ=-0,00[kN]
PZ=-6,54[kN/m]
charge uniforme
PZ=-6,58[kN/m]
charge uniforme
PZ=-6,62[kN/m]
charge uniforme
PZ=-6,67[kN/m]
charge uniforme
PZ=-6,71[kN/m]
force nodale
force nodale
charge uniforme
1368
1017
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-6,75[kN/m]
charge uniforme
PZ=-6,79[kN/m]
charge uniforme
PZ=-6,84[kN/m]
charge uniforme
PZ=-6,88[kN/m]
charge uniforme
PZ=-6,92[kN/m]
force nodale
charge uniforme
921
FZ=-0,00[kN]
PZ=-6,95[kN/m]
force nodale
charge uniforme
920
FZ=-0,00[kN]
PZ=-6,96[kN/m]
charge uniforme
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
PZ=-7,01[kN/m]
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
1
relatives
1
1
relatives
1
relatives
1
1
relatives
1
relatives
1
relatives
1
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
1
relatives
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
relatives
1
1
relatives
1
1
1
relatives
charge uniforme
force nodale
charge uniforme
PZ=-7,05[kN/m]
59
FZ=-0,00[kN]
PZ=-7,10[kN/m]
charge uniforme
force nodale
charge uniforme
PZ=-7,14[kN/m]
1156
FZ=-0,00[kN]
PZ=-7,19[kN/m]
charge uniforme
PZ=-7,23[kN/m]
charge uniforme
PZ=-7,28[kN/m]
force nodale
charge uniforme
1299
FZ=-0,00[kN]
PZ=-7,32[kN/m]
charge uniforme
PZ=-7,36[kN/m]
charge uniforme
PZ=-7,41[kN/m]
charge uniforme
PZ=-7,45[kN/m]
charge uniforme
PZ=-7,50[kN/m]
charge uniforme
PZ=-7,54[kN/m]
charge uniforme
PZ=-7,59[kN/m]
force nodale
charge uniforme
468
FZ=-0,00[kN]
PZ=-7,63[kN/m]
force nodale
charge uniforme
430
FZ=-0,00[kN]
PZ=-7,65[kN/m]
force nodale
force nodale
charge uniforme
430
464
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-7,67[kN/m]
force nodale
force nodale
charge uniforme
464
456
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-7,69[kN/m]
force nodale
force nodale
charge uniforme
456
431
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-7,72[kN/m]
charge uniforme
PZ=-7,76[kN/m]
force nodale
charge uniforme
426
FZ=-0,00[kN]
PZ=-7,81[kN/m]
force nodale
force nodale
charge uniforme
463
445
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-7,86[kN/m]
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
force nodale
charge uniforme
443
FZ=-0,00[kN]
PZ=-7,89[kN/m]
force nodale
force nodale
charge uniforme
443
490
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-7,92[kN/m]
force nodale
force nodale
charge uniforme
490
1379
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-7,97[kN/m]
force nodale
charge uniforme
1378
FZ=-0,00[kN]
PZ=-8,01[kN/m]
force nodale
force nodale
charge uniforme
1378
1161
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-8,08[kN/m]
force nodale
force nodale
charge uniforme
1161
461
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-8,16[kN/m]
force nodale
charge uniforme
1301
FZ=-0,00[kN]
PZ=-8,25[kN/m]
force nodale
force nodale
charge uniforme
1301
1491
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-8,32[kN/m]
force nodale
force nodale
charge uniforme
1491
252
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-8,39[kN/m]
force nodale
force nodale
charge uniforme
252
250
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-8,46[kN/m]
force nodale
force nodale
charge uniforme
250
1495
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-8,52[kN/m]
force nodale
force nodale
charge uniforme
1495
1376
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-8,58[kN/m]
force nodale
force nodale
charge uniforme
1376
448
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-8,65[kN/m]
force nodale
force nodale
charge uniforme
448
450
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-8,71[kN/m]
force nodale
force nodale
charge uniforme
450
1537
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-8,78[kN/m]
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
1
1
1
1
1
1
1
relatives
1
relatives
1
relatives
1
1
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
1
relatives
1
relatives
1
1
relatives
1
relatives
1
relatives
1
1
charge uniforme
PZ=-8,85[kN/m]
charge uniforme
PZ=-8,95[kN/m]
charge uniforme
PZ=-9,07[kN/m]
charge uniforme
PZ=-9,20[kN/m]
charge uniforme
PZ=-9,33[kN/m]
force nodale
force nodale
force nodale
force nodale
force nodale
force nodale
force nodale
charge uniforme
7
12
12
14
14
15
15
FZ=-18,46[kN]
FZ=-6,18[kN]
FZ=-15,38[kN]
FZ=-4,66[kN]
FZ=-11,59[kN]
FZ=-5,90[kN]
FZ=-14,69[kN]
PZ=-1,24[kN/m]
charge uniforme
PZ=-1,24[kN/m]
charge uniforme
PZ=-1,25[kN/m]
force nodale
force nodale
charge uniforme
2170
2172
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,25[kN/m]
charge uniforme
PZ=-1,26[kN/m]
charge uniforme
PZ=-1,26[kN/m]
charge uniforme
PZ=-1,27[kN/m]
charge uniforme
PZ=-1,27[kN/m]
charge uniforme
PZ=-1,28[kN/m]
charge uniforme
PZ=-1,28[kN/m]
charge uniforme
PZ=-1,29[kN/m]
force nodale
charge uniforme
2607
charge uniforme
force nodale
charge uniforme
FZ=-0,00[kN]
PZ=-1,29[kN/m]
PZ=-1,29[kN/m]
2576
FZ=-0,00[kN]
PZ=-1,30[kN/m]
charge uniforme
PZ=-1,30[kN/m]
charge uniforme
PZ=-1,31[kN/m]
force nodale
charge uniforme
3740
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
FZ=-0,00[kN]
PZ=-1,31[kN/m]
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
1
relatives
1
relatives
1
relatives
1
1
relatives
1
1
relatives
1
relatives
1
1
relatives
1
1
relatives
1
1
relatives
1
relatives
1
relatives
1
1
relatives
1
relatives
1
1
relatives
1
relatives
1
1
relatives
1
1
relatives
1
relatives
1
charge uniforme
PZ=-1,31[kN/m]
charge uniforme
PZ=-1,32[kN/m]
charge uniforme
PZ=-1,33[kN/m]
charge uniforme
PZ=-1,33[kN/m]
force nodale
charge uniforme
2949
FZ=-0,00[kN]
PZ=-1,34[kN/m]
charge uniforme
PZ=-1,34[kN/m]
charge uniforme
PZ=-1,34[kN/m]
force nodale
charge uniforme
2615
FZ=-0,00[kN]
PZ=-1,35[kN/m]
force nodale
charge uniforme
2819
FZ=-0,00[kN]
PZ=-1,36[kN/m]
charge uniforme
PZ=-1,36[kN/m]
force nodale
charge uniforme
2658
FZ=-0,00[kN]
PZ=-1,37[kN/m]
force nodale
charge uniforme
2827
FZ=-0,00[kN]
PZ=-1,37[kN/m]
force nodale
charge uniforme
2820
FZ=-0,00[kN]
PZ=-1,37[kN/m]
charge uniforme
PZ=-1,38[kN/m]
charge uniforme
PZ=-1,38[kN/m]
force nodale
charge uniforme
2135
charge uniforme
force nodale
charge uniforme
FZ=-0,00[kN]
PZ=-1,39[kN/m]
PZ=-1,39[kN/m]
2633
charge uniforme
FZ=-0,00[kN]
PZ=-1,40[kN/m]
PZ=-1,41[kN/m]
force nodale
charge uniforme
2312
FZ=-0,00[kN]
PZ=-1,41[kN/m]
force nodale
charge uniforme
2310
FZ=-0,00[kN]
PZ=-1,42[kN/m]
charge uniforme
force nodale
PZ=-1,42[kN/m]
2476
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
FZ=-0,00[kN]
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
1
1
relatives
1
1
relatives
1
1
1
relatives
1
1
relatives
1
1
relatives
1
1
relatives
1
1
1
relatives
1
1
relatives
1
1
relatives
1
1
relatives
1
1
relatives
1
1
1
relatives
1
1
relatives
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
force nodale
charge uniforme
2688
FZ=-0,00[kN]
PZ=-1,43[kN/m]
force nodale
charge uniforme
2686
FZ=-0,00[kN]
PZ=-1,43[kN/m]
force nodale
force nodale
charge uniforme
2686
2532
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,43[kN/m]
force nodale
charge uniforme
2532
FZ=-0,00[kN]
PZ=-1,44[kN/m]
force nodale
charge uniforme
2830
FZ=-0,00[kN]
PZ=-1,45[kN/m]
force nodale
charge uniforme
2396
FZ=-0,00[kN]
PZ=-1,45[kN/m]
force nodale
force nodale
charge uniforme
2396
2397
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,46[kN/m]
force nodale
charge uniforme
3219
FZ=-0,00[kN]
PZ=-1,46[kN/m]
force nodale
charge uniforme
2801
FZ=-0,00[kN]
PZ=-1,46[kN/m]
force nodale
charge uniforme
2799
FZ=-0,00[kN]
PZ=-1,47[kN/m]
force nodale
charge uniforme
2799
FZ=-0,00[kN]
PZ=-1,47[kN/m]
force nodale
force nodale
charge uniforme
3359
2720
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,48[kN/m]
force nodale
charge uniforme
3128
FZ=-0,00[kN]
PZ=-1,48[kN/m]
force nodale
charge uniforme
3127
FZ=-0,00[kN]
PZ=-1,48[kN/m]
force nodale
force nodale
charge uniforme
3127
2947
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,49[kN/m]
force nodale
force nodale
charge uniforme
2947
2811
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,49[kN/m]
force nodale
force nodale
charge uniforme
2811
3048
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,50[kN/m]
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
relatives
1
1
relatives
1
1
relatives
1
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
1
relatives
1
1
1
relatives
1
relatives
1
relatives
1
relatives
1
1
relatives
1
1
relatives
1
1
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
1
relatives
1
1
relatives
1
force nodale
charge uniforme
3048
FZ=-0,00[kN]
PZ=-1,50[kN/m]
force nodale
charge uniforme
3047
FZ=-0,00[kN]
PZ=-1,51[kN/m]
force nodale
charge uniforme
3010
FZ=-0,00[kN]
PZ=-1,51[kN/m]
charge uniforme
PZ=-1,52[kN/m]
charge uniforme
PZ=-1,52[kN/m]
charge uniforme
PZ=-1,53[kN/m]
charge uniforme
PZ=-1,54[kN/m]
force nodale
charge uniforme
2680
FZ=-0,00[kN]
PZ=-1,54[kN/m]
force nodale
force nodale
charge uniforme
3015
2814
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,54[kN/m]
charge uniforme
PZ=-1,55[kN/m]
charge uniforme
PZ=-1,55[kN/m]
charge uniforme
PZ=-1,56[kN/m]
force nodale
charge uniforme
2771
FZ=-0,00[kN]
PZ=-1,56[kN/m]
force nodale
charge uniforme
2771
FZ=-0,00[kN]
PZ=-1,57[kN/m]
force nodale
force nodale
charge uniforme
2770
3042
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,58[kN/m]
charge uniforme
PZ=-1,59[kN/m]
charge uniforme
PZ=-1,60[kN/m]
charge uniforme
PZ=-1,62[kN/m]
charge uniforme
PZ=-1,63[kN/m]
force nodale
charge uniforme
3443
FZ=-0,00[kN]
PZ=-1,64[kN/m]
force nodale
charge uniforme
3443
FZ=-0,00[kN]
PZ=-1,66[kN/m]
force nodale
3144
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
FZ=-0,00[kN]
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
1
1
relatives
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
relatives
1
relatives
1
relatives
1
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
1
relatives
1
force nodale
charge uniforme
3301
FZ=-0,00[kN]
PZ=-1,68[kN/m]
force nodale
charge uniforme
2539
FZ=-0,00[kN]
PZ=-1,70[kN/m]
force nodale
force nodale
charge uniforme
2539
3299
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,71[kN/m]
force nodale
force nodale
charge uniforme
3299
3039
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,73[kN/m]
force nodale
force nodale
charge uniforme
3039
2302
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,75[kN/m]
force nodale
force nodale
charge uniforme
2302
2303
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,76[kN/m]
charge uniforme
PZ=-1,77[kN/m]
force nodale
force nodale
charge uniforme
3309
3296
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,79[kN/m]
force nodale
force nodale
charge uniforme
3296
3446
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,80[kN/m]
force nodale
charge uniforme
3036
FZ=-0,00[kN]
PZ=-1,81[kN/m]
charge uniforme
PZ=-1,83[kN/m]
charge uniforme
PZ=-1,85[kN/m]
force nodale
charge uniforme
3132
FZ=-0,00[kN]
PZ=-1,87[kN/m]
charge uniforme
PZ=-1,88[kN/m]
charge uniforme
PZ=-1,90[kN/m]
charge uniforme
PZ=-1,91[kN/m]
charge uniforme
PZ=-1,93[kN/m]
charge uniforme
PZ=-1,94[kN/m]
force nodale
charge uniforme
3437
force nodale
2518
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
FZ=-0,00[kN]
PZ=-1,96[kN/m]
FZ=-0,00[kN]
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
1
relatives
1
1
relatives
1
1
1
relatives
1
relatives
1
relatives
1
1
relatives
1
relatives
1
1
relatives
1
relatives
1
relatives
1
1
1
relatives
1
1
relatives
1
1
relatives
1
relatives
1
relatives
1
1
relatives
1
relatives
1
relatives
1
1
relatives
1
1
relatives
1
relatives
1
relatives
charge uniforme
PZ=-1,98[kN/m]
force nodale
charge uniforme
2518
FZ=-0,00[kN]
PZ=-1,99[kN/m]
force nodale
force nodale
charge uniforme
2519
2703
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,01[kN/m]
charge uniforme
PZ=-2,02[kN/m]
charge uniforme
PZ=-2,04[kN/m]
force nodale
charge uniforme
3137
charge uniforme
force nodale
charge uniforme
FZ=-0,00[kN]
PZ=-2,05[kN/m]
PZ=-2,07[kN/m]
2939
FZ=-0,00[kN]
PZ=-2,09[kN/m]
charge uniforme
PZ=-2,10[kN/m]
charge uniforme
PZ=-2,12[kN/m]
force nodale
force nodale
charge uniforme
3022
3020
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,13[kN/m]
force nodale
charge uniforme
3020
FZ=-0,00[kN]
PZ=-2,15[kN/m]
force nodale
charge uniforme
2316
FZ=-0,00[kN]
PZ=-2,16[kN/m]
charge uniforme
PZ=-2,18[kN/m]
charge uniforme
PZ=-2,19[kN/m]
force nodale
charge uniforme
2360
FZ=-0,00[kN]
PZ=-2,21[kN/m]
charge uniforme
PZ=-2,23[kN/m]
charge uniforme
PZ=-2,24[kN/m]
force nodale
charge uniforme
2714
FZ=-0,00[kN]
PZ=-2,26[kN/m]
force nodale
charge uniforme
2508
FZ=-0,00[kN]
PZ=-2,27[kN/m]
charge uniforme
PZ=-2,29[kN/m]
charge uniforme
PZ=-2,30[kN/m]
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
1
1
1
relatives
1
relatives
1
relatives
1
1
relatives
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
force nodale
force nodale
charge uniforme
2781
3152
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,32[kN/m]
charge uniforme
PZ=-2,33[kN/m]
charge uniforme
PZ=-2,35[kN/m]
force nodale
charge uniforme
3353
charge uniforme
FZ=-0,00[kN]
PZ=-2,37[kN/m]
PZ=-2,38[kN/m]
force nodale
force nodale
charge uniforme
2506
3019
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,40[kN/m]
force nodale
force nodale
charge uniforme
3019
2489
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,41[kN/m]
force nodale
force nodale
charge uniforme
2489
2487
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,42[kN/m]
force nodale
force nodale
charge uniforme
2487
2503
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,44[kN/m]
force nodale
force nodale
charge uniforme
2503
2500
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,46[kN/m]
force nodale
force nodale
charge uniforme
2500
2483
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,47[kN/m]
force nodale
force nodale
charge uniforme
2483
2469
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,49[kN/m]
force nodale
force nodale
charge uniforme
2469
2470
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,51[kN/m]
force nodale
force nodale
charge uniforme
2470
3168
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,52[kN/m]
force nodale
force nodale
charge uniforme
3168
2484
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,54[kN/m]
force nodale
force nodale
charge uniforme
2484
2485
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,55[kN/m]
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
relatives
1
1
1
relatives
1
1
1
relatives
1
relatives
1
1
1
relatives
1
1
relatives
1
1
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
force nodale
force nodale
charge uniforme
2485
2493
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,57[kN/m]
force nodale
force nodale
charge uniforme
2493
2971
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,58[kN/m]
force nodale
force nodale
charge uniforme
2971
2969
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,60[kN/m]
force nodale
force nodale
charge uniforme
2969
2776
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,61[kN/m]
force nodale
force nodale
charge uniforme
2776
2737
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,63[kN/m]
force nodale
force nodale
charge uniforme
2737
2735
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,65[kN/m]
charge uniforme
PZ=-2,66[kN/m]
force nodale
force nodale
charge uniforme
2497
2499
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,68[kN/m]
force nodale
force nodale
charge uniforme
2499
3167
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,70[kN/m]
charge uniforme
PZ=-2,71[kN/m]
force nodale
force nodale
charge uniforme
3414
3095
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,72[kN/m]
force nodale
charge uniforme
3095
FZ=-0,00[kN]
PZ=-2,74[kN/m]
force nodale
force nodale
charge uniforme
3259
2549
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,76[kN/m]
charge uniforme
PZ=-2,78[kN/m]
charge uniforme
PZ=-2,79[kN/m]
charge uniforme
PZ=-2,80[kN/m]
charge uniforme
PZ=-2,81[kN/m]
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
1
1
relatives
1
relatives
1
1
relatives
1
1
1
relatives
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
relatives
1
1
relatives
1
1
1
relatives
1
relatives
1
1
relatives
1
1
1
relatives
1
1
relatives
1
relatives
1
relatives
1
1
1
relatives
1
1
1
relatives
force nodale
charge uniforme
3094
charge uniforme
FZ=-0,00[kN]
PZ=-2,83[kN/m]
PZ=-2,85[kN/m]
force nodale
charge uniforme
3092
FZ=-0,00[kN]
PZ=-2,86[kN/m]
force nodale
force nodale
charge uniforme
3055
2459
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,88[kN/m]
charge uniforme
PZ=-2,90[kN/m]
force nodale
force nodale
charge uniforme
2793
3157
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,92[kN/m]
force nodale
force nodale
charge uniforme
3157
2283
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,92[kN/m]
force nodale
charge uniforme
2283
FZ=-0,00[kN]
PZ=-2,94[kN/m]
force nodale
charge uniforme
2281
FZ=-0,00[kN]
PZ=-2,95[kN/m]
force nodale
force nodale
charge uniforme
3088
2689
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,97[kN/m]
charge uniforme
PZ=-2,99[kN/m]
force nodale
charge uniforme
2529
FZ=-0,00[kN]
PZ=-3,00[kN/m]
force nodale
force nodale
charge uniforme
2529
2701
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,01[kN/m]
force nodale
charge uniforme
2782
FZ=-0,00[kN]
PZ=-3,02[kN/m]
charge uniforme
PZ=-3,04[kN/m]
charge uniforme
PZ=-3,05[kN/m]
force nodale
force nodale
charge uniforme
2784
2495
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,08[kN/m]
force nodale
force nodale
charge uniforme
2495
2958
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,09[kN/m]
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
1
1
1
relatives
1
1
1
relatives
1
1
relatives
1
1
1
relatives
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
relatives
1
1
relatives
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
relatives
1
1
1
relatives
force nodale
force nodale
charge uniforme
2958
3778
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,10[kN/m]
force nodale
force nodale
charge uniforme
3778
2796
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,11[kN/m]
force nodale
charge uniforme
2796
FZ=-0,00[kN]
PZ=-3,13[kN/m]
force nodale
force nodale
charge uniforme
2795
3085
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,15[kN/m]
charge uniforme
PZ=-3,17[kN/m]
force nodale
force nodale
charge uniforme
2797
2454
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,19[kN/m]
force nodale
force nodale
charge uniforme
2454
2461
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,19[kN/m]
force nodale
force nodale
charge uniforme
2461
3012
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,21[kN/m]
force nodale
charge uniforme
3012
FZ=-0,00[kN]
PZ=-3,24[kN/m]
force nodale
charge uniforme
3054
FZ=-0,00[kN]
PZ=-3,28[kN/m]
force nodale
charge uniforme
2693
FZ=-0,00[kN]
PZ=-3,33[kN/m]
force nodale
force nodale
charge uniforme
2149
2465
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,37[kN/m]
force nodale
force nodale
charge uniforme
2465
3735
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,39[kN/m]
force nodale
force nodale
charge uniforme
3735
3734
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,42[kN/m]
charge uniforme
force nodale
force nodale
charge uniforme
PZ=-3,45[kN/m]
2466
2962
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,49[kN/m]
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
relatives
1
1
relatives
1
relatives
1
1
relatives
1
relatives
1
relatives
1
1
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
1
relatives
1
relatives
1
1
relatives
1
charge uniforme
PZ=-3,54[kN/m]
force nodale
force nodale
charge uniforme
2451
2450
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,58[kN/m]
force nodale
force nodale
charge uniforme
2450
2447
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,60[kN/m]
force nodale
force nodale
charge uniforme
2447
3162
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,63[kN/m]
force nodale
charge uniforme
3162
FZ=-0,00[kN]
PZ=-3,66[kN/m]
force nodale
charge uniforme
2430
FZ=-0,00[kN]
PZ=-3,70[kN/m]
charge uniforme
force nodale
charge uniforme
PZ=-3,75[kN/m]
23
FZ=-7,41[kN]
PZ=-3,09[kN/m]
charge uniforme
PZ=-3,09[kN/m]
charge uniforme
PZ=-3,10[kN/m]
force nodale
force nodale
charge uniforme
2170
2172
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,12[kN/m]
charge uniforme
PZ=-3,13[kN/m]
charge uniforme
PZ=-3,14[kN/m]
charge uniforme
PZ=-3,16[kN/m]
charge uniforme
PZ=-3,17[kN/m]
charge uniforme
PZ=-3,17[kN/m]
charge uniforme
PZ=-3,18[kN/m]
charge uniforme
PZ=-3,20[kN/m]
force nodale
charge uniforme
2607
charge uniforme
force nodale
charge uniforme
FZ=-0,00[kN]
PZ=-3,21[kN/m]
PZ=-3,22[kN/m]
2576
charge uniforme
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
FZ=-0,00[kN]
PZ=-3,23[kN/m]
PZ=-3,24[kN/m]
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
relatives
1
relatives
1
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
1
relatives
1
relatives
1
relatives
1
1
relatives
1
1
relatives
1
relatives
1
1
relatives
1
1
relatives
1
1
relatives
1
relatives
1
relatives
1
1
relatives
1
relatives
1
1
relatives
1
relatives
1
1
relatives
1
charge uniforme
force nodale
charge uniforme
PZ=-3,25[kN/m]
3740
FZ=-0,00[kN]
PZ=-3,26[kN/m]
charge uniforme
PZ=-3,27[kN/m]
charge uniforme
PZ=-3,29[kN/m]
charge uniforme
PZ=-3,30[kN/m]
charge uniforme
PZ=-3,31[kN/m]
force nodale
charge uniforme
2949
FZ=-0,00[kN]
PZ=-3,33[kN/m]
charge uniforme
PZ=-3,34[kN/m]
charge uniforme
PZ=-3,35[kN/m]
force nodale
charge uniforme
2615
FZ=-0,00[kN]
PZ=-3,36[kN/m]
force nodale
charge uniforme
2819
FZ=-0,00[kN]
PZ=-3,37[kN/m]
charge uniforme
PZ=-3,38[kN/m]
force nodale
charge uniforme
2658
FZ=-0,00[kN]
PZ=-3,40[kN/m]
force nodale
charge uniforme
2827
FZ=-0,00[kN]
PZ=-3,41[kN/m]
force nodale
charge uniforme
2820
FZ=-0,00[kN]
PZ=-3,42[kN/m]
charge uniforme
PZ=-3,43[kN/m]
charge uniforme
PZ=-3,44[kN/m]
force nodale
charge uniforme
2135
charge uniforme
force nodale
charge uniforme
FZ=-0,00[kN]
PZ=-3,46[kN/m]
PZ=-3,47[kN/m]
2633
charge uniforme
FZ=-0,00[kN]
PZ=-3,49[kN/m]
PZ=-3,50[kN/m]
force nodale
charge uniforme
2312
force nodale
2310
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
FZ=-0,00[kN]
PZ=-3,51[kN/m]
FZ=-0,00[kN]
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
1
relatives
1
relatives
1
1
1
relatives
1
1
relatives
1
1
1
relatives
1
1
relatives
1
1
relatives
1
1
relatives
1
1
1
relatives
1
1
relatives
1
1
relatives
1
1
relatives
1
1
relatives
1
1
1
relatives
1
1
relatives
1
1
relatives
1
1
1
relatives
1
1
charge uniforme
PZ=-3,53[kN/m]
charge uniforme
PZ=-3,54[kN/m]
force nodale
force nodale
charge uniforme
2476
2688
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,56[kN/m]
force nodale
charge uniforme
2686
FZ=-0,00[kN]
PZ=-3,57[kN/m]
force nodale
force nodale
charge uniforme
2686
2532
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,57[kN/m]
force nodale
charge uniforme
2532
FZ=-0,00[kN]
PZ=-3,59[kN/m]
force nodale
charge uniforme
2830
FZ=-0,00[kN]
PZ=-3,61[kN/m]
force nodale
charge uniforme
2396
FZ=-0,00[kN]
PZ=-3,62[kN/m]
force nodale
force nodale
charge uniforme
2396
2397
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,62[kN/m]
force nodale
charge uniforme
3219
FZ=-0,00[kN]
PZ=-3,64[kN/m]
force nodale
charge uniforme
2801
FZ=-0,00[kN]
PZ=-3,65[kN/m]
force nodale
charge uniforme
2799
FZ=-0,00[kN]
PZ=-3,65[kN/m]
force nodale
charge uniforme
2799
FZ=-0,00[kN]
PZ=-3,66[kN/m]
force nodale
force nodale
charge uniforme
3359
2720
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,67[kN/m]
force nodale
charge uniforme
3128
FZ=-0,00[kN]
PZ=-3,68[kN/m]
force nodale
charge uniforme
3127
FZ=-0,00[kN]
PZ=-3,69[kN/m]
force nodale
force nodale
charge uniforme
3127
2947
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,70[kN/m]
force nodale
force nodale
2947
2811
FZ=-0,00[kN]
FZ=-0,00[kN]
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
1
relatives
1
1
1
relatives
1
1
relatives
1
1
relatives
1
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
1
relatives
1
1
1
relatives
1
relatives
1
relatives
1
relatives
1
1
relatives
1
1
relatives
1
1
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
1
charge uniforme
PZ=-3,71[kN/m]
force nodale
force nodale
charge uniforme
2811
3048
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,73[kN/m]
force nodale
charge uniforme
3048
FZ=-0,00[kN]
PZ=-3,74[kN/m]
force nodale
charge uniforme
3047
FZ=-0,00[kN]
PZ=-3,75[kN/m]
force nodale
charge uniforme
3010
FZ=-0,00[kN]
PZ=-3,76[kN/m]
charge uniforme
PZ=-3,78[kN/m]
charge uniforme
PZ=-3,80[kN/m]
charge uniforme
PZ=-3,81[kN/m]
charge uniforme
PZ=-3,82[kN/m]
force nodale
charge uniforme
2680
FZ=-0,00[kN]
PZ=-3,83[kN/m]
force nodale
force nodale
charge uniforme
3015
2814
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,84[kN/m]
charge uniforme
PZ=-3,86[kN/m]
charge uniforme
PZ=-3,87[kN/m]
charge uniforme
PZ=-3,88[kN/m]
force nodale
charge uniforme
2771
FZ=-0,00[kN]
PZ=-3,89[kN/m]
force nodale
charge uniforme
2771
FZ=-0,00[kN]
PZ=-3,91[kN/m]
force nodale
force nodale
charge uniforme
2770
3042
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,94[kN/m]
charge uniforme
PZ=-3,96[kN/m]
charge uniforme
PZ=-3,99[kN/m]
charge uniforme
PZ=-4,03[kN/m]
charge uniforme
PZ=-4,07[kN/m]
force nodale
charge uniforme
3443
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
FZ=-0,00[kN]
PZ=-4,10[kN/m]
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
relatives
1
1
relatives
1
1
1
relatives
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
relatives
1
relatives
1
relatives
1
1
relatives
1
relatives
1
relatives
1
relatives
1
relatives
1
force nodale
charge uniforme
3443
FZ=-0,00[kN]
PZ=-4,14[kN/m]
force nodale
force nodale
charge uniforme
3144
3301
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-4,19[kN/m]
force nodale
charge uniforme
2539
FZ=-0,00[kN]
PZ=-4,23[kN/m]
force nodale
force nodale
charge uniforme
2539
3299
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-4,25[kN/m]
force nodale
force nodale
charge uniforme
3299
3039
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-4,30[kN/m]
force nodale
force nodale
charge uniforme
3039
2302
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-4,35[kN/m]
force nodale
force nodale
charge uniforme
2302
2303
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-4,38[kN/m]
charge uniforme
PZ=-4,42[kN/m]
force nodale
force nodale
charge uniforme
3309
3296
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-4,45[kN/m]
force nodale
force nodale
charge uniforme
3296
3446
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-4,49[kN/m]
force nodale
charge uniforme
3036
FZ=-0,00[kN]
PZ=-4,52[kN/m]
charge uniforme
PZ=-4,56[kN/m]
charge uniforme
PZ=-4,61[kN/m]
force nodale
charge uniforme
3132
FZ=-0,00[kN]
PZ=-4,65[kN/m]
charge uniforme
PZ=-4,68[kN/m]
charge uniforme
PZ=-4,72[kN/m]
charge uniforme
PZ=-4,77[kN/m]
charge uniforme
PZ=-4,80[kN/m]
charge uniforme
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
PZ=-4,84[kN/m]
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
relatives
1
1
relatives
1
1
relatives
1
1
relatives
1
1
1
relatives
1
relatives
1
relatives
1
1
relatives
1
relatives
1
1
relatives
1
relatives
1
relatives
1
1
1
relatives
1
1
relatives
1
1
relatives
1
relatives
1
relatives
1
1
relatives
1
relatives
1
relatives
1
1
relatives
1
1
force nodale
charge uniforme
3437
FZ=-0,00[kN]
PZ=-4,87[kN/m]
force nodale
charge uniforme
2518
FZ=-0,00[kN]
PZ=-4,92[kN/m]
force nodale
charge uniforme
2518
FZ=-0,00[kN]
PZ=-4,96[kN/m]
force nodale
force nodale
charge uniforme
2519
2703
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-4,99[kN/m]
charge uniforme
PZ=-5,04[kN/m]
charge uniforme
PZ=-5,08[kN/m]
force nodale
charge uniforme
3137
charge uniforme
force nodale
charge uniforme
FZ=-0,00[kN]
PZ=-5,11[kN/m]
PZ=-5,15[kN/m]
2939
FZ=-0,00[kN]
PZ=-5,20[kN/m]
charge uniforme
PZ=-5,23[kN/m]
charge uniforme
PZ=-5,27[kN/m]
force nodale
force nodale
charge uniforme
3022
3020
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-5,31[kN/m]
force nodale
charge uniforme
3020
FZ=-0,00[kN]
PZ=-5,34[kN/m]
force nodale
charge uniforme
2316
FZ=-0,00[kN]
PZ=-5,39[kN/m]
charge uniforme
PZ=-5,43[kN/m]
charge uniforme
PZ=-5,46[kN/m]
force nodale
charge uniforme
2360
FZ=-0,00[kN]
PZ=-5,50[kN/m]
charge uniforme
PZ=-5,55[kN/m]
charge uniforme
PZ=-5,58[kN/m]
force nodale
charge uniforme
2714
FZ=-0,00[kN]
PZ=-5,62[kN/m]
force nodale
charge uniforme
2508
FZ=-0,00[kN]
PZ=-5,66[kN/m]
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
relatives
1
relatives
1
relatives
1
1
1
relatives
1
relatives
1
relatives
1
1
relatives
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
charge uniforme
PZ=-5,69[kN/m]
charge uniforme
PZ=-5,74[kN/m]
force nodale
force nodale
charge uniforme
2781
3152
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-5,78[kN/m]
charge uniforme
PZ=-5,81[kN/m]
charge uniforme
PZ=-5,85[kN/m]
force nodale
charge uniforme
3353
charge uniforme
FZ=-0,00[kN]
PZ=-5,90[kN/m]
PZ=-5,93[kN/m]
force nodale
force nodale
charge uniforme
2506
3019
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-5,97[kN/m]
force nodale
force nodale
charge uniforme
3019
2489
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-6,01[kN/m]
force nodale
force nodale
charge uniforme
2489
2487
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-6,04[kN/m]
force nodale
force nodale
charge uniforme
2487
2503
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-6,08[kN/m]
force nodale
force nodale
charge uniforme
2503
2500
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-6,12[kN/m]
force nodale
force nodale
charge uniforme
2500
2483
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-6,15[kN/m]
force nodale
force nodale
charge uniforme
2483
2469
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-6,20[kN/m]
force nodale
force nodale
charge uniforme
2469
2470
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-6,24[kN/m]
force nodale
force nodale
charge uniforme
2470
3168
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-6,27[kN/m]
force nodale
force nodale
3168
2484
FZ=-0,00[kN]
FZ=-0,00[kN]
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
relatives
1
1
1
relatives
1
1
1
relatives
1
relatives
1
1
1
relatives
1
1
relatives
1
1
1
relatives
1
relatives
1
charge uniforme
PZ=-6,32[kN/m]
force nodale
force nodale
charge uniforme
2484
2485
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-6,36[kN/m]
force nodale
force nodale
charge uniforme
2485
2493
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-6,39[kN/m]
force nodale
force nodale
charge uniforme
2493
2971
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-6,44[kN/m]
force nodale
force nodale
charge uniforme
2971
2969
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-6,48[kN/m]
force nodale
force nodale
charge uniforme
2969
2776
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-6,51[kN/m]
force nodale
force nodale
charge uniforme
2776
2737
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-6,55[kN/m]
force nodale
force nodale
charge uniforme
2737
2735
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-6,60[kN/m]
charge uniforme
PZ=-6,62[kN/m]
force nodale
force nodale
charge uniforme
2497
2499
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-6,67[kN/m]
force nodale
force nodale
charge uniforme
2499
3167
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-6,71[kN/m]
charge uniforme
PZ=-6,74[kN/m]
force nodale
force nodale
charge uniforme
3414
3095
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-6,78[kN/m]
force nodale
charge uniforme
3095
FZ=-0,00[kN]
PZ=-6,82[kN/m]
force nodale
force nodale
charge uniforme
3259
2549
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-6,87[kN/m]
charge uniforme
PZ=-6,91[kN/m]
charge uniforme
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
PZ=-6,94[kN/m]
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
relatives
1
relatives
1
relatives
1
1
relatives
1
relatives
1
1
relatives
1
1
1
relatives
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
relatives
1
1
relatives
1
1
1
relatives
1
relatives
1
1
relatives
1
1
1
relatives
1
1
relatives
1
relatives
1
relatives
1
1
1
charge uniforme
PZ=-6,96[kN/m]
charge uniforme
PZ=-7,00[kN/m]
force nodale
charge uniforme
3094
charge uniforme
FZ=-0,00[kN]
PZ=-7,04[kN/m]
PZ=-7,08[kN/m]
force nodale
charge uniforme
3092
FZ=-0,00[kN]
PZ=-7,13[kN/m]
force nodale
force nodale
charge uniforme
3055
2459
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-7,17[kN/m]
charge uniforme
PZ=-7,22[kN/m]
force nodale
force nodale
charge uniforme
2793
3157
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-7,26[kN/m]
force nodale
force nodale
charge uniforme
3157
2283
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-7,28[kN/m]
force nodale
charge uniforme
2283
FZ=-0,00[kN]
PZ=-7,31[kN/m]
force nodale
charge uniforme
2281
FZ=-0,00[kN]
PZ=-7,35[kN/m]
force nodale
force nodale
charge uniforme
3088
2689
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-7,39[kN/m]
charge uniforme
PZ=-7,43[kN/m]
force nodale
charge uniforme
2529
FZ=-0,00[kN]
PZ=-7,47[kN/m]
force nodale
force nodale
charge uniforme
2529
2701
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-7,50[kN/m]
force nodale
charge uniforme
2782
FZ=-0,00[kN]
PZ=-7,53[kN/m]
charge uniforme
PZ=-7,56[kN/m]
charge uniforme
PZ=-7,60[kN/m]
force nodale
force nodale
charge uniforme
2784
2495
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-7,66[kN/m]
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
relatives
1
1
1
relatives
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
relatives
1
1
relatives
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
1
1
relatives
1
force nodale
force nodale
charge uniforme
2495
2958
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-7,70[kN/m]
force nodale
force nodale
charge uniforme
2958
3778
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-7,72[kN/m]
force nodale
force nodale
charge uniforme
3778
2796
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-7,76[kN/m]
force nodale
charge uniforme
2796
FZ=-0,00[kN]
PZ=-7,79[kN/m]
force nodale
force nodale
charge uniforme
2795
3085
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-7,83[kN/m]
charge uniforme
PZ=-7,89[kN/m]
force nodale
force nodale
charge uniforme
2797
2454
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-7,94[kN/m]
force nodale
force nodale
charge uniforme
2454
2461
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-7,95[kN/m]
force nodale
force nodale
charge uniforme
2461
3012
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-8,00[kN/m]
force nodale
charge uniforme
3012
FZ=-0,00[kN]
PZ=-8,06[kN/m]
force nodale
charge uniforme
3054
FZ=-0,00[kN]
PZ=-8,16[kN/m]
force nodale
charge uniforme
2693
FZ=-0,00[kN]
PZ=-8,29[kN/m]
force nodale
force nodale
charge uniforme
2149
2465
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-8,38[kN/m]
force nodale
force nodale
charge uniforme
2465
3735
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-8,44[kN/m]
force nodale
force nodale
charge uniforme
3735
3734
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-8,52[kN/m]
charge uniforme
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
PZ=-8,58[kN/m]
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
relatives
1
force nodale
2466
FZ=-0,00[kN]
1
force nodale
2962
FZ=-0,00[kN]
1
charge uniforme
PZ=-8,68[kN/m]
relatives
1
charge uniforme
PZ=-8,81[kN/m]
relatives
1
force nodale
2451
FZ=-0,00[kN]
1
force nodale
2450
FZ=-0,00[kN]
1
charge uniforme
PZ=-8,91[kN/m]
relatives
1
force nodale
2450
FZ=-0,00[kN]
1
force nodale
2447
FZ=-0,00[kN]
1
charge uniforme
PZ=-8,97[kN/m]
relatives
1
force nodale
2447
FZ=-0,00[kN]
1
force nodale
3162
FZ=-0,00[kN]
1
charge uniforme
PZ=-9,03[kN/m]
relatives
1
force nodale
3162
FZ=-0,00[kN]
1
charge uniforme
PZ=-9,10[kN/m]
relatives
1
force nodale
2430
FZ=-0,00[kN]
1
charge uniforme
PZ=-9,20[kN/m]
relatives
1
charge uniforme
PZ=-9,33[kN/m]
relatives
1
force nodale
23
FZ=-18,46[kN]
1
(EF) linéaire 2p (3D)
FZ1=-2,88[kN/m]
FZ2=-2,88[kN/m]
1
force nodale
462
FZ=-5,76[kN]
1
(EF) linéaire 2p (3D)
FZ1=-7,17[kN/m]
FZ2=-7,17[kN/m]
1
force nodale
462
FZ=-14,34[kN]
1
force nodale
30
FZ=-6,18[kN]
1
force nodale
30
FZ=-15,38[kN]
1
force nodale
32
FZ=-4,66[kN]
1
force nodale
32
FZ=-11,59[kN]
1
force nodale
33
FZ=-5,90[kN]
1
force nodale
33
FZ=-14,69[kN]
2
(EF) surfacique uniforme
85 86 108A111 116 117
202A207 209 210 294 295
PZ=-3,50[kN/m2]
2
charge uniforme
PZ=-1,26[kN/m]
relatives
2
charge uniforme
PZ=-1,27[kN/m]
relatives
2
force nodale
671
FZ=-0,00[kN]
2
charge uniforme
PZ=-1,27[kN/m]
relatives
2
charge uniforme
PZ=-1,28[kN/m]
relatives
2
charge uniforme
PZ=-1,28[kN/m]
relatives
2
charge uniforme
PZ=-1,29[kN/m]
relatives
2
charge uniforme
PZ=-1,29[kN/m]
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
relatives
2
relatives
2
relatives
2
relatives
2
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
2
relatives
2
2
relatives
2
2
relatives
2
charge uniforme
PZ=-1,30[kN/m]
charge uniforme
PZ=-1,30[kN/m]
charge uniforme
PZ=-1,30[kN/m]
force nodale
charge uniforme
642
FZ=-0,00[kN]
PZ=-1,31[kN/m]
charge uniforme
PZ=-1,31[kN/m]
charge uniforme
PZ=-1,32[kN/m]
charge uniforme
PZ=-1,33[kN/m]
charge uniforme
PZ=-1,33[kN/m]
charge uniforme
PZ=-1,34[kN/m]
charge uniforme
PZ=-1,34[kN/m]
charge uniforme
PZ=-1,35[kN/m]
charge uniforme
PZ=-1,35[kN/m]
charge uniforme
PZ=-1,35[kN/m]
charge uniforme
PZ=-1,36[kN/m]
charge uniforme
PZ=-1,36[kN/m]
charge uniforme
PZ=-1,37[kN/m]
charge uniforme
PZ=-1,38[kN/m]
charge uniforme
PZ=-1,38[kN/m]
charge uniforme
PZ=-1,39[kN/m]
charge uniforme
PZ=-1,39[kN/m]
charge uniforme
PZ=-1,39[kN/m]
charge uniforme
PZ=-1,40[kN/m]
force nodale
charge uniforme
632
FZ=-0,00[kN]
PZ=-1,41[kN/m]
force nodale
charge uniforme
633
FZ=-0,00[kN]
PZ=-1,41[kN/m]
force nodale
charge uniforme
1284
FZ=-0,00[kN]
PZ=-1,41[kN/m]
force nodale
1284
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
FZ=-0,00[kN]
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
2
relatives
2
relatives
2
2
relatives
2
relatives
2
relatives
2
relatives
2
2
2
relatives
2
2
relatives
2
2
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
2
2
relatives
2
relatives
2
2
relatives
charge uniforme
PZ=-1,42[kN/m]
charge uniforme
PZ=-1,42[kN/m]
force nodale
charge uniforme
1101
FZ=-0,00[kN]
PZ=-1,43[kN/m]
charge uniforme
PZ=-1,43[kN/m]
charge uniforme
PZ=-1,44[kN/m]
charge uniforme
PZ=-1,44[kN/m]
force nodale
force nodale
charge uniforme
637
1334
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,45[kN/m]
force nodale
charge uniforme
342
FZ=-0,00[kN]
PZ=-1,45[kN/m]
force nodale
force nodale
charge uniforme
342
341
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,46[kN/m]
charge uniforme
PZ=-1,46[kN/m]
charge uniforme
PZ=-1,47[kN/m]
charge uniforme
PZ=-1,48[kN/m]
charge uniforme
PZ=-1,48[kN/m]
force nodale
charge uniforme
1635
FZ=-0,00[kN]
PZ=-1,49[kN/m]
charge uniforme
PZ=-1,49[kN/m]
charge uniforme
PZ=-1,50[kN/m]
charge uniforme
PZ=-1,50[kN/m]
charge uniforme
PZ=-1,51[kN/m]
charge uniforme
PZ=-1,51[kN/m]
charge uniforme
PZ=-1,52[kN/m]
force nodale
force nodale
charge uniforme
1532
1655
charge uniforme
force nodale
charge uniforme
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,52[kN/m]
PZ=-1,53[kN/m]
1361
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
FZ=-0,00[kN]
PZ=-1,53[kN/m]
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
2
relatives
2
2
relatives
2
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
2
relatives
2
2
relatives
2
2
relatives
2
2
2
charge uniforme
PZ=-1,54[kN/m]
force nodale
charge uniforme
1516
FZ=-0,00[kN]
PZ=-1,54[kN/m]
force nodale
charge uniforme
1513
FZ=-0,00[kN]
PZ=-1,55[kN/m]
charge uniforme
PZ=-1,55[kN/m]
charge uniforme
PZ=-1,56[kN/m]
charge uniforme
PZ=-1,56[kN/m]
charge uniforme
PZ=-1,57[kN/m]
charge uniforme
PZ=-1,57[kN/m]
charge uniforme
PZ=-1,57[kN/m]
charge uniforme
PZ=-1,58[kN/m]
charge uniforme
PZ=-1,58[kN/m]
charge uniforme
PZ=-1,59[kN/m]
charge uniforme
PZ=-1,60[kN/m]
charge uniforme
PZ=-1,61[kN/m]
charge uniforme
PZ=-1,63[kN/m]
charge uniforme
PZ=-1,64[kN/m]
charge uniforme
PZ=-1,66[kN/m]
charge uniforme
PZ=-1,68[kN/m]
charge uniforme
PZ=-1,70[kN/m]
charge uniforme
PZ=-1,71[kN/m]
charge uniforme
PZ=-1,73[kN/m]
force nodale
charge uniforme
533
FZ=-0,00[kN]
PZ=-1,75[kN/m]
force nodale
charge uniforme
533
FZ=-0,00[kN]
PZ=-1,76[kN/m]
force nodale
charge uniforme
1647
FZ=-0,00[kN]
PZ=-1,78[kN/m]
force nodale
force nodale
charge uniforme
1647
984
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,79[kN/m]
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
relatives
2
relatives
2
relatives
2
relatives
2
2
relatives
2
2
relatives
2
relatives
2
relatives
2
2
relatives
2
2
relatives
2
2
relatives
2
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
charge uniforme
PZ=-1,81[kN/m]
charge uniforme
PZ=-1,82[kN/m]
charge uniforme
PZ=-1,84[kN/m]
force nodale
charge uniforme
1203
FZ=-0,00[kN]
PZ=-1,85[kN/m]
force nodale
charge uniforme
648
FZ=-0,00[kN]
PZ=-1,88[kN/m]
charge uniforme
PZ=-1,90[kN/m]
charge uniforme
PZ=-1,91[kN/m]
force nodale
charge uniforme
1005
FZ=-0,00[kN]
PZ=-1,93[kN/m]
force nodale
charge uniforme
1147
FZ=-0,00[kN]
PZ=-1,94[kN/m]
force nodale
charge uniforme
1147
FZ=-0,00[kN]
PZ=-1,96[kN/m]
force nodale
charge uniforme
1146
FZ=-0,00[kN]
PZ=-1,98[kN/m]
charge uniforme
PZ=-1,99[kN/m]
charge uniforme
PZ=-2,01[kN/m]
charge uniforme
PZ=-2,03[kN/m]
charge uniforme
PZ=-2,05[kN/m]
charge uniforme
PZ=-2,06[kN/m]
charge uniforme
PZ=-2,08[kN/m]
charge uniforme
PZ=-2,10[kN/m]
charge uniforme
PZ=-2,12[kN/m]
charge uniforme
PZ=-2,13[kN/m]
charge uniforme
PZ=-2,15[kN/m]
charge uniforme
PZ=-2,17[kN/m]
charge uniforme
PZ=-2,19[kN/m]
charge uniforme
PZ=-2,20[kN/m]
charge uniforme
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
PZ=-2,22[kN/m]
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
2
relatives
2
relatives
2
relatives
2
relatives
2
2
2
relatives
2
2
relatives
2
relatives
2
relatives
2
relatives
2
2
charge uniforme
PZ=-2,24[kN/m]
charge uniforme
PZ=-2,26[kN/m]
charge uniforme
PZ=-2,27[kN/m]
charge uniforme
PZ=-2,29[kN/m]
charge uniforme
PZ=-2,30[kN/m]
force nodale
charge uniforme
1011
FZ=-0,00[kN]
PZ=-2,33[kN/m]
charge uniforme
PZ=-2,34[kN/m]
charge uniforme
PZ=-2,36[kN/m]
charge uniforme
PZ=-2,38[kN/m]
charge uniforme
PZ=-2,39[kN/m]
charge uniforme
PZ=-2,41[kN/m]
charge uniforme
PZ=-2,43[kN/m]
charge uniforme
PZ=-2,44[kN/m]
charge uniforme
PZ=-2,46[kN/m]
charge uniforme
PZ=-2,48[kN/m]
force nodale
charge uniforme
1207
FZ=-0,00[kN]
PZ=-2,49[kN/m]
charge uniforme
PZ=-2,51[kN/m]
charge uniforme
PZ=-2,53[kN/m]
charge uniforme
PZ=-2,54[kN/m]
force nodale
force nodale
charge uniforme
1564
1009
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,56[kN/m]
force nodale
charge uniforme
1009
FZ=-0,00[kN]
PZ=-2,57[kN/m]
charge uniforme
PZ=-2,59[kN/m]
charge uniforme
PZ=-2,61[kN/m]
charge uniforme
PZ=-2,62[kN/m]
force nodale
force nodale
487
1340
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
FZ=-0,00[kN]
FZ=-0,00[kN]
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
2
relatives
2
2
relatives
2
relatives
2
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
2
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
2
relatives
2
2
relatives
2
relatives
2
relatives
2
2
relatives
2
relatives
2
2
relatives
2
relatives
2
relatives
2
2
relatives
2
charge uniforme
force nodale
charge uniforme
PZ=-2,64[kN/m]
1340
charge uniforme
force nodale
charge uniforme
FZ=-0,00[kN]
PZ=-2,65[kN/m]
PZ=-2,66[kN/m]
1149
FZ=-0,00[kN]
PZ=-2,68[kN/m]
charge uniforme
PZ=-2,69[kN/m]
charge uniforme
PZ=-2,71[kN/m]
charge uniforme
PZ=-2,73[kN/m]
charge uniforme
PZ=-2,75[kN/m]
force nodale
force nodale
charge uniforme
1368
1017
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-2,76[kN/m]
charge uniforme
PZ=-2,78[kN/m]
charge uniforme
PZ=-2,80[kN/m]
charge uniforme
PZ=-2,82[kN/m]
charge uniforme
PZ=-2,83[kN/m]
force nodale
charge uniforme
921
FZ=-0,00[kN]
PZ=-2,85[kN/m]
force nodale
charge uniforme
920
FZ=-0,00[kN]
PZ=-2,85[kN/m]
charge uniforme
PZ=-2,87[kN/m]
charge uniforme
PZ=-2,89[kN/m]
force nodale
charge uniforme
59
FZ=-0,00[kN]
PZ=-2,91[kN/m]
charge uniforme
force nodale
charge uniforme
PZ=-2,92[kN/m]
1156
FZ=-0,00[kN]
PZ=-2,94[kN/m]
charge uniforme
PZ=-2,96[kN/m]
charge uniforme
PZ=-2,98[kN/m]
force nodale
charge uniforme
1299
charge uniforme
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
FZ=-0,00[kN]
PZ=-3,00[kN/m]
PZ=-3,01[kN/m]
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
2
relatives
2
2
relatives
2
2
2
relatives
2
2
2
relatives
2
2
2
relatives
2
relatives
2
2
relatives
2
2
2
relatives
2
2
relatives
2
2
2
relatives
2
2
2
relatives
2
2
relatives
2
2
2
relatives
charge uniforme
PZ=-3,03[kN/m]
charge uniforme
PZ=-3,05[kN/m]
charge uniforme
PZ=-3,07[kN/m]
charge uniforme
PZ=-3,09[kN/m]
charge uniforme
PZ=-3,11[kN/m]
force nodale
charge uniforme
468
FZ=-0,00[kN]
PZ=-3,12[kN/m]
force nodale
charge uniforme
430
FZ=-0,00[kN]
PZ=-3,13[kN/m]
force nodale
force nodale
charge uniforme
430
464
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,14[kN/m]
force nodale
force nodale
charge uniforme
464
456
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,15[kN/m]
force nodale
force nodale
charge uniforme
456
431
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,16[kN/m]
charge uniforme
PZ=-3,18[kN/m]
force nodale
charge uniforme
426
FZ=-0,00[kN]
PZ=-3,20[kN/m]
force nodale
force nodale
charge uniforme
463
445
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,22[kN/m]
force nodale
charge uniforme
443
FZ=-0,00[kN]
PZ=-3,23[kN/m]
force nodale
force nodale
charge uniforme
443
490
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,24[kN/m]
force nodale
force nodale
charge uniforme
490
1379
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,26[kN/m]
force nodale
charge uniforme
1378
FZ=-0,00[kN]
PZ=-3,28[kN/m]
force nodale
force nodale
charge uniforme
1378
1161
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,31[kN/m]
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
2
2
2
relatives
2
2
relatives
2
2
2
relatives
2
2
2
relatives
2
2
2
relatives
2
2
2
relatives
2
2
2
relatives
2
2
2
relatives
2
2
2
relatives
2
2
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
2
2
2
relatives
2
relatives
force nodale
force nodale
charge uniforme
1161
461
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,34[kN/m]
force nodale
charge uniforme
1301
FZ=-0,00[kN]
PZ=-3,38[kN/m]
force nodale
force nodale
charge uniforme
1301
1491
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,41[kN/m]
force nodale
force nodale
charge uniforme
1491
252
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,44[kN/m]
force nodale
force nodale
charge uniforme
252
250
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,46[kN/m]
force nodale
force nodale
charge uniforme
250
1495
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,49[kN/m]
force nodale
force nodale
charge uniforme
1495
1376
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,51[kN/m]
force nodale
force nodale
charge uniforme
1376
448
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,54[kN/m]
force nodale
force nodale
charge uniforme
448
450
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,56[kN/m]
force nodale
force nodale
charge uniforme
450
1537
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-3,60[kN/m]
charge uniforme
PZ=-3,62[kN/m]
charge uniforme
PZ=-3,66[kN/m]
charge uniforme
PZ=-3,71[kN/m]
charge uniforme
PZ=-3,77[kN/m]
charge uniforme
PZ=-3,82[kN/m]
force nodale
force nodale
force nodale
charge uniforme
7
12
15
FZ=-7,56[kN]
FZ=-6,30[kN]
FZ=-6,01[kN]
PZ=-1,26[kN/m]
charge uniforme
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
PZ=-1,27[kN/m]
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
2
relatives
2
2
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
2
relatives
2
relatives
2
2
relatives
2
relatives
2
relatives
2
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
2
relatives
2
relatives
2
relatives
2
2
relatives
2
2
relatives
charge uniforme
force nodale
force nodale
charge uniforme
PZ=-1,27[kN/m]
2170
2172
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,28[kN/m]
charge uniforme
PZ=-1,28[kN/m]
charge uniforme
PZ=-1,29[kN/m]
charge uniforme
PZ=-1,29[kN/m]
charge uniforme
PZ=-1,30[kN/m]
charge uniforme
PZ=-1,30[kN/m]
charge uniforme
PZ=-1,30[kN/m]
charge uniforme
PZ=-1,31[kN/m]
force nodale
charge uniforme
2607
charge uniforme
force nodale
charge uniforme
FZ=-0,00[kN]
PZ=-1,32[kN/m]
PZ=-1,32[kN/m]
2576
FZ=-0,00[kN]
PZ=-1,32[kN/m]
charge uniforme
PZ=-1,33[kN/m]
charge uniforme
PZ=-1,33[kN/m]
force nodale
charge uniforme
3740
FZ=-0,00[kN]
PZ=-1,33[kN/m]
charge uniforme
PZ=-1,34[kN/m]
charge uniforme
PZ=-1,35[kN/m]
charge uniforme
PZ=-1,35[kN/m]
charge uniforme
PZ=-1,36[kN/m]
force nodale
charge uniforme
2949
FZ=-0,00[kN]
PZ=-1,36[kN/m]
charge uniforme
PZ=-1,37[kN/m]
charge uniforme
PZ=-1,37[kN/m]
force nodale
charge uniforme
2615
FZ=-0,00[kN]
PZ=-1,38[kN/m]
force nodale
charge uniforme
2819
FZ=-0,00[kN]
PZ=-1,38[kN/m]
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
2
relatives
2
2
relatives
2
2
relatives
2
2
relatives
2
relatives
2
relatives
2
2
relatives
2
relatives
2
2
relatives
2
relatives
2
2
relatives
2
2
relatives
2
relatives
2
2
2
relatives
2
2
relatives
2
2
2
relatives
2
2
relatives
2
2
relatives
2
2
relatives
2
2
2
charge uniforme
PZ=-1,39[kN/m]
force nodale
charge uniforme
2658
FZ=-0,00[kN]
PZ=-1,39[kN/m]
force nodale
charge uniforme
2827
FZ=-0,00[kN]
PZ=-1,40[kN/m]
force nodale
charge uniforme
2820
FZ=-0,00[kN]
PZ=-1,40[kN/m]
charge uniforme
PZ=-1,40[kN/m]
charge uniforme
PZ=-1,41[kN/m]
force nodale
charge uniforme
2135
charge uniforme
force nodale
charge uniforme
FZ=-0,00[kN]
PZ=-1,42[kN/m]
PZ=-1,42[kN/m]
2633
charge uniforme
FZ=-0,00[kN]
PZ=-1,43[kN/m]
PZ=-1,43[kN/m]
force nodale
charge uniforme
2312
FZ=-0,00[kN]
PZ=-1,44[kN/m]
force nodale
charge uniforme
2310
FZ=-0,00[kN]
PZ=-1,44[kN/m]
charge uniforme
PZ=-1,45[kN/m]
force nodale
force nodale
charge uniforme
2476
2688
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,46[kN/m]
force nodale
charge uniforme
2686
FZ=-0,00[kN]
PZ=-1,46[kN/m]
force nodale
force nodale
charge uniforme
2686
2532
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,46[kN/m]
force nodale
charge uniforme
2532
FZ=-0,00[kN]
PZ=-1,47[kN/m]
force nodale
charge uniforme
2830
FZ=-0,00[kN]
PZ=-1,48[kN/m]
force nodale
charge uniforme
2396
FZ=-0,00[kN]
PZ=-1,48[kN/m]
force nodale
force nodale
charge uniforme
2396
2397
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,48[kN/m]
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
Tél. : 690 346108
Projet de Construction d’un immeuble d’Habitation R+2, AKWA NORD, Douala Ve
Maitre d’Ouvrage : NSEKE EDIMO M. E.
relatives
2
2
relatives
2
2
relatives
2
2
relatives
2
2
relatives
2
2
2
relatives
2
2
relatives
2
2
relatives
2
2
2
relatives
2
2
2
relatives
2
2
2
relatives
2
2
relatives
2
2
relatives
2
2
relatives
2
relatives
2
relatives
2
relatives
2
relatives
2
2
relatives
2
force nodale
charge uniforme
3219
FZ=-0,00[kN]
PZ=-1,49[kN/m]
force nodale
charge uniforme
2801
FZ=-0,00[kN]
PZ=-1,49[kN/m]
force nodale
charge uniforme
2799
FZ=-0,00[kN]
PZ=-1,50[kN/m]
force nodale
charge uniforme
2799
FZ=-0,00[kN]
PZ=-1,50[kN/m]
force nodale
force nodale
charge uniforme
3359
2720
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,50[kN/m]
force nodale
charge uniforme
3128
FZ=-0,00[kN]
PZ=-1,51[kN/m]
force nodale
charge uniforme
3127
FZ=-0,00[kN]
PZ=-1,51[kN/m]
force nodale
force nodale
charge uniforme
3127
2947
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,52[kN/m]
force nodale
force nodale
charge uniforme
2947
2811
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,52[kN/m]
force nodale
force nodale
charge uniforme
2811
3048
FZ=-0,00[kN]
FZ=-0,00[kN]
PZ=-1,53[kN/m]
force nodale
charge uniforme
3048
FZ=-0,00[kN]
PZ=-1,53[kN/m]
force nodale
charge uniforme
3047
FZ=-0,00[kN]
PZ=-1,54[kN/m]
force nodale
charge uniforme
3010
FZ=-0,00[kN]
PZ=-1,54[kN/m]
charge uniforme
PZ=-1,55[kN/m]
charge uniforme
PZ=-1,55[kN/m]
charge uniforme
PZ=-1,56[kN/m]
charge uniforme
PZ=-1,57[kN/m]
force nodale
charge uniforme
2680
force nodale
3015
Etudes : Ing. Alexandre MVONDO MVOGO
Décembre 2015
_
FZ=-0,00[kN]
PZ=-1,57[kN/m]
FZ=-0,00[kN]
Tél. : 690 346108
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