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CALCUL DES CHARGES DE NEIGE ET VENT SUR PYLONES selon NV65 02/09 DIMENSIONS DU PYLONE : Type : RECTANGULAIRE Hauteur : 45,0000 m Largeur : 3,0000 m Longueur : 3,0000 m Altitude de la construction : 45,0000 m Tronçons : 1 pieds Hmax= 5,0000 m 2 Hmax=10,0000 m 3 Hmax=15,0000 m 4 Hmax=20,0000 m 5 Hmax=25,0000 m 6 Hmax=30,0000 m 7 Hmax=35,0000 m 8 Hmax=40,0000 m 9 Hmax=45,0000 m DONNEES VENT Vitesse : 41,660 m/s Pression de base : 1,06 kPa Bordure du litorral : non Coefficient : 1,000 Pression : variable Givre : non Action dynamique du vent : définie manuellement Période : 0,988 s RESULTATS Cas de charge : Vent perpendiculaire paroi I Sollicitation totale sur les tronçons : TRONCON T1 pieds Sp= 2,5182 m2 S=14,4167 m2 0,175 Ct= 2,851 qh/q10= 0,885 0,745 1,296 0,360 = 1,000 = 1,467 T= 7,39 kN TRONCON T2 Sp= 2,4244 m2 S=13,2500 m2 0,183 Ct= 2,834 qh/q10= 1,000 0,745 1,296 0,360 = 1,000 = 1,467 T= 8,00 kN TRONCON T3 Sp= 2,3671 m2 S=12,0833 m2 0,196 Ct= 2,808 qh/q10= 1,100 0,745 1,296 0,352 = 1,000 = 1,457 T= 8,45 kN TRONCON T4 Sp= 1,8895 m2 S=10,9167 m2 0,173 Ct= 2,854 qh/q10= 1,188 0,745
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Note de Calcul NV65 Pife

Jul 11, 2016

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Page 1: Note de Calcul NV65 Pife

CALCUL DES CHARGES DE NEIGE ET VENTSUR PYLONES

selon NV65 02/09

DIMENSIONS DU PYLONE :

Type : RECTANGULAIREHauteur : 45,0000 mLargeur : 3,0000 mLongueur : 3,0000 mAltitude de la construction : 45,0000 m

Tronçons :1 pieds Hmax= 5,0000 m2 Hmax=10,0000 m3 Hmax=15,0000 m4 Hmax=20,0000 m5 Hmax=25,0000 m6 Hmax=30,0000 m7 Hmax=35,0000 m8 Hmax=40,0000 m9 Hmax=45,0000 m

DONNEES VENT

Vitesse : 41,660 m/sPression de base : 1,06 kPa

Bordure du litorral : nonCoefficient : 1,000Pression : variable

Givre : nonAction dynamique du vent : définie manuellementPériode : 0,988 s

RESULTATS

Cas de charge : Vent perpendiculaire paroi I

Sollicitation totale sur les tronçons :TRONCON T1 piedsSp= 2,5182 m2 S=14,4167 m2 0,175 Ct= 2,851 qh/q10= 0,885 0,745 1,296 0,360 = 1,000 = 1,467 T= 7,39 kNTRONCON T2 Sp= 2,4244 m2 S=13,2500 m2 0,183 Ct= 2,834 qh/q10= 1,000 0,745 1,296 0,360 = 1,000 = 1,467 T= 8,00 kNTRONCON T3 Sp= 2,3671 m2 S=12,0833 m2 0,196 Ct= 2,808 qh/q10= 1,100 0,745 1,296 0,352 = 1,000 = 1,457 T= 8,45 kNTRONCON T4 Sp= 1,8895 m2 S=10,9167 m2 0,173 Ct= 2,854 qh/q10= 1,188 0,745

Page 2: Note de Calcul NV65 Pife

1,296 0,345 = 1,000 = 1,447 T= 7,35 kNTRONCON T5 Sp= 2,0483 m2 S= 9,7500 m2 0,210 Ct= 2,780 qh/q10= 1,265 0,745 1,296 0,338 = 1,000 = 1,437 T= 8,21 kNTRONCON T6 Sp= 1,6065 m2 S= 8,5832 m2 0,187 Ct= 2,826 qh/q10= 1,333 0,745 1,296 0,330 = 1,000 = 1,428 T= 6,86 kNTRONCON T7 Sp= 1,9548 m2 S= 8,0003 m2 0,244 Ct= 2,711 qh/q10= 1,395 0,766 1,296 0,323 = 1,000 = 1,418 T= 8,55 kNTRONCON T8 Sp= 1,2537 m2 S= 8,0003 m2 0,157 Ct= 2,887 qh/q10= 1,450 0,800 1,296 0,315 = 1,000 = 1,408 T= 6,29 kNTRONCON T9 Sp= 1,2533 m2 S= 7,9980 m2 0,157 Ct= 2,887 qh/q10= 1,500 0,850 1,296 0,308 = 1,000 = 1,398 T= 6,87 kN

= 67,97 kN

Calcul pour les éléments de la structure :

TRONCON T1 piedsbarre : 21

e= 9,0000 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 2,851

n= -0,370 t= 0,000barre : 22

e= 9,0000 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 2,851

n= 0,630 t= 0,000barre : 23

e= 0,0000 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 2,851

n= 0,000 t= 0,000barre : 9

e= 9,0024 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 2,851

n= 0,630 t= 0,000 n2= 0,000 t2= 0,000barre : 16

e= 0,0000 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 2,851

n= 0,000 t= 0,000barre : 4

e= 9,0024 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 2,851

n= 0,630 t= 0,000 n2= 0,000 t2= 0,000barre : 13

e= 9,0024 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 2,851

n= -0,370 t= 0,000 n2= 0,000 t2= 0,000barre : 15

e= 9,0024 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 2,851

n= -0,370 t= 0,000 n2= 0,000 t2= 0,000barre : 83

e= 6,0000 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 2,851

n= 0,000 t= 0,000barre : 84

e= 6,0000 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745

Page 3: Note de Calcul NV65 Pife

qr= 1,03 kPa Ct= 2,851n= 0,000 t= 0,000barre : 85

e= 6,0000 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 2,851

n= 0,000 t= 0,000barre : 188

e= 8,5721 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 2,851

n= 0,630 t= 0,000barre : 189

e= 8,5721 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 2,851

n= 0,630 t= 0,000barre : 190

e= 8,6214 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 2,851

n= 0,000 t= 0,000barre : 191

e= 8,6214 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 2,851

n= 0,000 t= 0,000barre : 192

e= 8,5721 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 2,851

n= -0,370 t= 0,000barre : 193

e= 8,5721 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 2,851

n= -0,370 t= 0,000barre : 194

e= 8,6214 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 2,851

n= 0,000 t= 0,000barre : 195

e= 8,6214 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 2,851

n= 0,000 t= 0,000barre : 263

e= 6,0000 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 2,851

n= 0,000 t= 0,000barre : 264

e= 6,2735 cm H= 3,3333 m qh/q10= 0,842 = 0,360 = 1,467 0,745qr= 0,98 kPa Ct= 2,851

n= 0,000 t= 0,000barre : 267

e= 6,2912 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 2,851

n= 0,000 t= 0,000barre : 268

e= 6,2065 cm H= 3,3333 m qh/q10= 0,842 = 0,360 = 1,467 0,745qr= 0,98 kPa Ct= 2,851

n= 0,630 t= 0,000barre : 271

e= 6,2286 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 2,851

n= 0,630 t= 0,000barre : 273

e= 6,2735 cm H= 3,3333 m qh/q10= 0,842 = 0,360 = 1,467 0,745qr= 0,98 kPa Ct= 2,851

n= 0,000 t= 0,000

Page 4: Note de Calcul NV65 Pife

barre : 276

e= 6,2912 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 2,851

n= 0,000 t= 0,000barre : 277

e= 6,2065 cm H= 3,3333 m qh/q10= 0,842 = 0,360 = 1,467 0,745qr= 0,98 kPa Ct= 2,851

n= -0,370 t= 0,000barre : 280

e= 6,2286 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 2,851

n= -0,370 t= 0,000barre : 282

e= 6,2065 cm H= 3,3333 m qh/q10= 0,842 = 0,360 = 1,467 0,745qr= 0,98 kPa Ct= 2,851

n= 0,630 t= 0,000barre : 285

e= 6,2286 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 2,851

n= 0,630 t= 0,000barre : 286

e= 6,2735 cm H= 3,3333 m qh/q10= 0,842 = 0,360 = 1,467 0,745qr= 0,98 kPa Ct= 2,851

n= 0,000 t= 0,000barre : 289

e= 6,2912 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 2,851

n= 0,000 t= 0,000barre : 290

e= 6,2735 cm H= 3,3333 m qh/q10= 0,842 = 0,360 = 1,467 0,745qr= 0,98 kPa Ct= 2,851

n= 0,000 t= 0,000barre : 293

e= 6,2912 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 2,851

n= 0,000 t= 0,000barre : 294

e= 6,2065 cm H= 3,3333 m qh/q10= 0,842 = 0,360 = 1,467 0,745qr= 0,98 kPa Ct= 2,851

n= -0,370 t= 0,000barre : 297

e= 6,2286 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 2,851

n= -0,370 t= 0,000

TRONCON T2 barre : 39

e= 9,0024 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 2,834

n= 0,630 t= 0,000 n2= 0,000 t2= 0,000barre : 20

e= 0,0000 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 2,834

n= 0,000 t= 0,000barre : 17

e= 9,0000 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 2,834

n= -0,370 t= 0,000barre : 18

e= 9,0000 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 2,834

Page 5: Note de Calcul NV65 Pife

n= 0,630 t= 0,000barre : 19

e= 0,0000 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 2,834

n= 0,000 t= 0,000barre : 40

e= 9,0024 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 2,834

n= -0,370 t= 0,000 n2= 0,000 t2= 0,000barre : 41

e= 9,0024 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 2,834

n= -0,370 t= 0,000 n2= 0,000 t2= 0,000barre : 42

e= 9,0024 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 2,834

n= 0,630 t= 0,000 n2= 0,000 t2= 0,000barre : 1

e= 9,3430 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 2,834

n= 0,630 t= 0,000barre : 2

e= 9,3430 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 2,834

n= 0,630 t= 0,000barre : 3

e= 9,3430 cm H= 7,5000 m qh/q10= 0,944 = 0,360 = 1,467 0,745qr= 1,10 kPa Ct= 2,834

n= 0,630 t= 0,000barre : 5

e= 9,3430 cm H= 7,5000 m qh/q10= 0,944 = 0,360 = 1,467 0,745qr= 1,10 kPa Ct= 2,834

n= 0,630 t= 0,000barre : 97

e= 9,4368 cm H= 7,5000 m qh/q10= 0,944 = 0,360 = 1,467 0,745qr= 1,10 kPa Ct= 2,834

n= 0,000 t= 0,000barre : 98

e= 9,4368 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 2,834

n= 0,000 t= 0,000barre : 99

e= 9,4368 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 2,834

n= 0,000 t= 0,000barre : 100

e= 9,4368 cm H= 7,5000 m qh/q10= 0,944 = 0,360 = 1,467 0,745qr= 1,10 kPa Ct= 2,834

n= 0,000 t= 0,000barre : 116

e= 9,3430 cm H= 7,5000 m qh/q10= 0,944 = 0,360 = 1,467 0,745qr= 1,10 kPa Ct= 2,834

n= -0,370 t= 0,000barre : 117

e= 9,3430 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 2,834

n= -0,370 t= 0,000barre : 118

e= 9,3430 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 2,834

n= -0,370 t= 0,000

Page 6: Note de Calcul NV65 Pife

barre : 119

e= 9,3430 cm H= 7,5000 m qh/q10= 0,944 = 0,360 = 1,467 0,745qr= 1,10 kPa Ct= 2,834

n= -0,370 t= 0,000barre : 127

e= 9,4368 cm H= 7,5000 m qh/q10= 0,944 = 0,360 = 1,467 0,745qr= 1,10 kPa Ct= 2,834

n= 0,000 t= 0,000barre : 128

e= 9,4368 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 2,834

n= 0,000 t= 0,000barre : 129

e= 9,4368 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 2,834

n= 0,000 t= 0,000barre : 130

e= 9,4368 cm H= 7,5000 m qh/q10= 0,944 = 0,360 = 1,467 0,745qr= 1,10 kPa Ct= 2,834

n= 0,000 t= 0,000barre : 156

e= 0,0000 cm H= 7,5000 m qh/q10= 0,944 = 0,360 = 1,467 0,745qr= 1,10 kPa Ct= 2,834

n= 0,000 t= 0,000barre : 157

e= 0,0000 cm H= 7,5000 m qh/q10= 0,944 = 0,360 = 1,467 0,745qr= 1,10 kPa Ct= 2,834

n= 0,000 t= 0,000barre : 158

e= 9,0000 cm H= 7,5000 m qh/q10= 0,944 = 0,360 = 1,467 0,745qr= 1,10 kPa Ct= 2,834

n= 0,630 t= 0,000barre : 159

e= 9,0000 cm H= 7,5000 m qh/q10= 0,944 = 0,360 = 1,467 0,745qr= 1,10 kPa Ct= 2,834

n= -0,370 t= 0,000

TRONCON T3 barre : 82

e= 9,0000 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 2,808

n= -0,370 t= 0,000barre : 24

e= 0,0000 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 2,808

n= 0,000 t= 0,000barre : 25

e= 9,0000 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 2,808

n= 0,630 t= 0,000barre : 26

e= 0,0000 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 2,808

n= 0,000 t= 0,000barre : 43

e= 9,0024 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 2,808

n= 0,630 t= 0,000 n2= 0,000 t2= 0,000barre : 44

e= 9,0024 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 2,808

Page 7: Note de Calcul NV65 Pife

n= -0,370 t= 0,000 n2= 0,000 t2= 0,000barre : 45

e= 9,0024 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 2,808

n= -0,370 t= 0,000 n2= 0,000 t2= 0,000barre : 46

e= 9,0024 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 2,808

n= 0,630 t= 0,000 n2= 0,000 t2= 0,000barre : 6

e= 9,3822 cm H=12,5000 m qh/q10= 1,052 = 0,356 = 1,462 0,745qr= 1,22 kPa Ct= 2,808

n= 0,630 t= 0,000barre : 126

e= 9,3822 cm H=12,5000 m qh/q10= 1,052 = 0,356 = 1,462 0,745qr= 1,22 kPa Ct= 2,808

n= -0,370 t= 0,000barre : 7

e= 9,3822 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 2,808

n= 0,630 t= 0,000barre : 8

e= 9,3822 cm H=12,5000 m qh/q10= 1,052 = 0,356 = 1,462 0,745qr= 1,22 kPa Ct= 2,808

n= 0,630 t= 0,000barre : 101

e= 9,4691 cm H=12,5000 m qh/q10= 1,052 = 0,356 = 1,462 0,745qr= 1,22 kPa Ct= 2,808

n= 0,000 t= 0,000barre : 102

e= 9,4691 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 2,808

n= 0,000 t= 0,000barre : 103

e= 9,4691 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 2,808

n= 0,000 t= 0,000barre : 104

e= 9,4691 cm H=12,5000 m qh/q10= 1,052 = 0,356 = 1,462 0,745qr= 1,22 kPa Ct= 2,808

n= 0,000 t= 0,000barre : 120

e= 9,3822 cm H=12,5000 m qh/q10= 1,052 = 0,356 = 1,462 0,745qr= 1,22 kPa Ct= 2,808

n= -0,370 t= 0,000barre : 121

e= 9,3822 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 2,808

n= -0,370 t= 0,000barre : 122

e= 9,3822 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 2,808

n= -0,370 t= 0,000barre : 132

e= 9,4691 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 2,808

n= 0,000 t= 0,000barre : 131

e= 9,3822 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 2,808

n= 0,630 t= 0,000

Page 8: Note de Calcul NV65 Pife

barre : 133

e= 9,4691 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 2,808

n= 0,000 t= 0,000barre : 134

e= 9,4691 cm H=12,5000 m qh/q10= 1,052 = 0,356 = 1,462 0,745qr= 1,22 kPa Ct= 2,808

n= 0,000 t= 0,000barre : 135

e= 9,4691 cm H=12,5000 m qh/q10= 1,052 = 0,356 = 1,462 0,745qr= 1,22 kPa Ct= 2,808

n= 0,000 t= 0,000barre : 160

e= 9,0000 cm H=12,5000 m qh/q10= 1,052 = 0,356 = 1,462 0,745qr= 1,22 kPa Ct= 2,808

n= 0,630 t= 0,000barre : 161

e= 0,0000 cm H=12,5000 m qh/q10= 1,052 = 0,356 = 1,462 0,745qr= 1,22 kPa Ct= 2,808

n= 0,000 t= 0,000barre : 162

e= 9,0000 cm H=12,5000 m qh/q10= 1,052 = 0,356 = 1,462 0,745qr= 1,22 kPa Ct= 2,808

n= -0,370 t= 0,000barre : 163

e= 0,0000 cm H=12,5000 m qh/q10= 1,052 = 0,356 = 1,462 0,745qr= 1,22 kPa Ct= 2,808

n= 0,000 t= 0,000

TRONCON T4 barre : 47

e= 8,0022 cm H=20,0000 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 2,854

n= 0,630 t= 0,000 n2= 0,000 t2= 0,000barre : 28

e= 8,0000 cm H=20,0000 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 2,854

n= -0,370 t= 0,000barre : 29

e= 0,0000 cm H=20,0000 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 2,854

n= 0,000 t= 0,000barre : 48

e= 8,0022 cm H=20,0000 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 2,854

n= -0,370 t= 0,000 n2= 0,000 t2= 0,000barre : 49

e= 8,0022 cm H=20,0000 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 2,854

n= -0,370 t= 0,000 n2= 0,000 t2= 0,000barre : 50

e= 8,0022 cm H=20,0000 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 2,854

n= 0,630 t= 0,000 n2= 0,000 t2= 0,000barre : 216

e= 8,4534 cm H=17,5078 m qh/q10= 1,145 = 0,349 = 1,452 0,745qr= 1,32 kPa Ct= 2,854

n= 0,000 t= 0,000barre : 87

e= 8,3830 cm H=17,5078 m qh/q10= 1,145 = 0,349 = 1,452 0,745qr= 1,32 kPa Ct= 2,854

Page 9: Note de Calcul NV65 Pife

n= 0,630 t= 0,000barre : 10

e= 8,3816 cm H=20,0000 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 2,854

n= 0,630 t= 0,000barre : 11

e= 8,3830 cm H=20,0000 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 2,854

n= 0,630 t= 0,000barre : 88

e= 8,3816 cm H=17,5000 m qh/q10= 1,145 = 0,349 = 1,452 0,745qr= 1,32 kPa Ct= 2,854

n= 0,630 t= 0,000barre : 105

e= 8,4522 cm H=17,5000 m qh/q10= 1,145 = 0,349 = 1,452 0,745qr= 1,32 kPa Ct= 2,854

n= 0,000 t= 0,000barre : 123

e= 8,4522 cm H=20,0000 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 2,854

n= 0,000 t= 0,000barre : 106

e= 8,4522 cm H=20,0000 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 2,854

n= 0,000 t= 0,000barre : 107

e= 8,4522 cm H=17,5000 m qh/q10= 1,145 = 0,349 = 1,452 0,745qr= 1,32 kPa Ct= 2,854

n= 0,000 t= 0,000barre : 124

e= 8,4534 cm H=20,0000 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 2,854

n= 0,000 t= 0,000barre : 125

e= 8,4522 cm H=20,0000 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 2,854

n= 0,000 t= 0,000barre : 136

e= 8,4522 cm H=17,5000 m qh/q10= 1,145 = 0,349 = 1,452 0,745qr= 1,32 kPa Ct= 2,854

n= 0,000 t= 0,000barre : 137

e= 8,3816 cm H=20,0000 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 2,854

n= -0,370 t= 0,000barre : 138

e= 8,3816 cm H=20,0000 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 2,854

n= -0,370 t= 0,000barre : 139

e= 8,3816 cm H=17,5000 m qh/q10= 1,145 = 0,349 = 1,452 0,745qr= 1,32 kPa Ct= 2,854

n= -0,370 t= 0,000barre : 140

e= 8,3816 cm H=17,5000 m qh/q10= 1,145 = 0,349 = 1,452 0,745qr= 1,32 kPa Ct= 2,854

n= -0,370 t= 0,000barre : 164

e= 8,0000 cm H=17,5078 m qh/q10= 1,145 = 0,349 = 1,452 0,745qr= 1,32 kPa Ct= 2,854

n= 0,630 t= 0,000barre : 165

Page 10: Note de Calcul NV65 Pife

e= 8,1844 cm H=17,5078 m qh/q10= 1,145 = 0,349 = 1,452 0,745qr= 1,32 kPa Ct= 2,854

n= 0,000 t= 0,000barre : 166

e= 8,0000 cm H=17,5000 m qh/q10= 1,145 = 0,349 = 1,452 0,745qr= 1,32 kPa Ct= 2,854

n= -0,370 t= 0,000barre : 167

e= 0,0000 cm H=17,5000 m qh/q10= 1,145 = 0,349 = 1,452 0,745qr= 1,32 kPa Ct= 2,854

n= 0,000 t= 0,000

TRONCON T5 barre : 32

e= 7,5000 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 2,780

n= 0,630 t= 0,000barre : 33

e= 0,0000 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 2,780

n= 0,000 t= 0,000barre : 34

e= 7,5000 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 2,780

n= -0,370 t= 0,000barre : 47

e= 8,0022 cm H=20,0155 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 2,780

n= 0,630 t= 0,000 n2= 0,000 t2= 0,000barre : 86

e= 7,5020 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 2,780

n= 0,630 t= 0,000 n2= 0,000 t2= 0,000barre : 31

e= 0,0000 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 2,780

n= 0,000 t= 0,000barre : 27

e= 8,1844 cm H=20,0155 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 2,780

n= 0,000 t= 0,000barre : 30

e= 8,0000 cm H=20,0155 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 2,780

n= 0,630 t= 0,000barre : 51

e= 7,5020 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 2,780

n= -0,370 t= 0,000 n2= 0,000 t2= 0,000barre : 52

e= 7,5020 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 2,780

n= -0,370 t= 0,000 n2= 0,000 t2= 0,000barre : 53

e= 7,5020 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 2,780

n= 0,630 t= 0,000 n2= 0,000 t2= 0,000barre : 10

e= 8,3816 cm H=20,0078 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 2,780

n= 0,630 t= 0,000

Page 11: Note de Calcul NV65 Pife

barre : 11

e= 8,3830 cm H=20,0078 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 2,780

n= 0,630 t= 0,000barre : 89

e= 7,9044 cm H=22,5000 m qh/q10= 1,227 = 0,341 = 1,442 0,745qr= 1,40 kPa Ct= 2,780

n= 0,630 t= 0,000barre : 91

e= 7,9057 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 2,780

n= 0,630 t= 0,000barre : 92

e= 7,9044 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 2,780

n= 0,630 t= 0,000barre : 90

e= 7,9057 cm H=22,5078 m qh/q10= 1,227 = 0,341 = 1,442 0,745qr= 1,40 kPa Ct= 2,780

n= 0,630 t= 0,000barre : 93

e= 6,3724 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 2,780

n= 0,630 t= 0,000barre : 96

e= 6,3722 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 2,780

n= 0,630 t= 0,000barre : 108

e= 7,9653 cm H=22,5000 m qh/q10= 1,227 = 0,341 = 1,442 0,745qr= 1,40 kPa Ct= 2,780

n= 0,000 t= 0,000barre : 109

e= 7,9653 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 2,780

n= 0,000 t= 0,000barre : 110

e= 7,9653 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 2,780

n= 0,000 t= 0,000barre : 111

e= 7,9653 cm H=22,5000 m qh/q10= 1,227 = 0,341 = 1,442 0,745qr= 1,40 kPa Ct= 2,780

n= 0,000 t= 0,000barre : 124

e= 8,4534 cm H=20,0078 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 2,780

n= 0,000 t= 0,000barre : 125

e= 8,4522 cm H=20,0078 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 2,780

n= 0,000 t= 0,000barre : 141

e= 7,9057 cm H=22,5000 m qh/q10= 1,227 = 0,341 = 1,442 0,745qr= 1,40 kPa Ct= 2,780

n= -0,370 t= 0,000barre : 142

e= 7,9057 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 2,780

n= -0,370 t= 0,000barre : 143

e= 7,9057 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745

Page 12: Note de Calcul NV65 Pife

qr= 1,44 kPa Ct= 2,780n= -0,370 t= 0,000barre : 144

e= 7,9057 cm H=22,5000 m qh/q10= 1,227 = 0,341 = 1,442 0,745qr= 1,40 kPa Ct= 2,780

n= -0,370 t= 0,000barre : 145

e= 7,9653 cm H=22,5078 m qh/q10= 1,227 = 0,341 = 1,442 0,745qr= 1,40 kPa Ct= 2,780

n= 0,000 t= 0,000barre : 146

e= 7,9642 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 2,780

n= 0,000 t= 0,000barre : 147

e= 7,9653 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 2,780

n= 0,000 t= 0,000barre : 148

e= 7,9642 cm H=22,5000 m qh/q10= 1,227 = 0,341 = 1,442 0,745qr= 1,40 kPa Ct= 2,780

n= 0,000 t= 0,000barre : 168

e= 0,0000 cm H=22,5000 m qh/q10= 1,227 = 0,341 = 1,442 0,745qr= 1,40 kPa Ct= 2,780

n= 0,000 t= 0,000barre : 169

e= 7,5000 cm H=22,5000 m qh/q10= 1,227 = 0,341 = 1,442 0,745qr= 1,40 kPa Ct= 2,780

n= -0,370 t= 0,000barre : 170

e= 7,6729 cm H=22,5078 m qh/q10= 1,227 = 0,341 = 1,442 0,745qr= 1,40 kPa Ct= 2,780

n= 0,000 t= 0,000barre : 171

e= 7,5000 cm H=22,5078 m qh/q10= 1,227 = 0,341 = 1,442 0,745qr= 1,40 kPa Ct= 2,780

n= 0,630 t= 0,000

TRONCON T6 barre : 57

e= 7,0019 cm H=29,9973 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 2,826

n= 0,630 t= 0,000 n2= 0,000 t2= 0,000barre : 35

e= 7,0000 cm H=29,9973 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 2,826

n= 0,630 t= 0,000barre : 36

e= 7,0000 cm H=30,0000 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 2,826

n= 0,000 t= 0,000barre : 37

e= 7,0000 cm H=30,0000 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 2,826

n= -0,370 t= 0,000barre : 54

e= 7,0010 cm H=30,0000 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 2,826

n= -0,370 t= 0,000 n2= 0,000 t2= 0,000barre : 55

Page 13: Note de Calcul NV65 Pife

e= 7,0019 cm H=30,0000 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 2,826

n= -0,370 t= 0,000 n2= 0,000 t2= 0,000barre : 56

e= 7,0019 cm H=29,9973 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 2,826

n= 0,630 t= 0,000 n2= 0,000 t2= 0,000barre : 38

e= 7,0812 cm H=30,0000 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 2,826

n= 0,000 t= 0,000barre : 70

e= 9,0000 cm H=30,0000 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 2,826

n= 0,630 t= 0,000 n2= 0,000 t2= 0,000barre : 72

e= 9,0000 cm H=30,0000 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 2,826

n= 0,630 t= 0,000 n2= 0,000 t2= 0,000barre : 93

e= 6,3724 cm H=27,4986 m qh/q10= 1,300 = 0,334 = 1,432 0,745qr= 1,48 kPa Ct= 2,826

n= 0,630 t= 0,000barre : 94

e= 6,3722 cm H=29,9973 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 2,826

n= 0,630 t= 0,000barre : 95

e= 6,3724 cm H=29,9973 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 2,826

n= 0,630 t= 0,000barre : 96

e= 6,3722 cm H=27,4986 m qh/q10= 1,300 = 0,334 = 1,432 0,745qr= 1,48 kPa Ct= 2,826

n= 0,630 t= 0,000barre : 112

e= 6,4147 cm H=27,5000 m qh/q10= 1,300 = 0,334 = 1,432 0,745qr= 1,48 kPa Ct= 2,826

n= 0,000 t= 0,000barre : 113

e= 6,4147 cm H=27,4986 m qh/q10= 1,300 = 0,334 = 1,432 0,745qr= 1,48 kPa Ct= 2,826

n= 0,000 t= 0,000barre : 114

e= 6,4147 cm H=29,9986 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 2,826

n= 0,000 t= 0,000barre : 115

e= 6,4147 cm H=29,9986 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 2,826

n= 0,000 t= 0,000barre : 149

e= 6,3724 cm H=30,0000 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 2,826

n= -0,370 t= 0,000barre : 150

e= 6,3724 cm H=27,5000 m qh/q10= 1,300 = 0,334 = 1,432 0,745qr= 1,48 kPa Ct= 2,826

n= -0,370 t= 0,000barre : 151

e= 6,3724 cm H=27,5000 m qh/q10= 1,300 = 0,334 = 1,432 0,745

Page 14: Note de Calcul NV65 Pife

qr= 1,48 kPa Ct= 2,826n= -0,370 t= 0,000barre : 152

e= 6,3724 cm H=30,0000 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 2,826

n= -0,370 t= 0,000barre : 228

e= 7,0002 cm H=30,0000 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 2,826

n= 0,000 t= 0,000barre : 230

e= 7,0002 cm H=30,0000 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 2,826

n= 0,630 t= 0,000barre : 231

e= 7,0002 cm H=30,0000 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 2,826

n= 0,630 t= 0,000barre : 153

e= 6,4146 cm H=29,9986 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 2,826

n= 0,000 t= 0,000barre : 154

e= 6,4146 cm H=27,5000 m qh/q10= 1,300 = 0,334 = 1,432 0,745qr= 1,48 kPa Ct= 2,826

n= 0,000 t= 0,000barre : 155

e= 6,4145 cm H=29,9986 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 2,826

n= 0,000 t= 0,000barre : 172

e= 7,0000 cm H=27,4986 m qh/q10= 1,300 = 0,334 = 1,432 0,745qr= 1,48 kPa Ct= 2,826

n= 0,630 t= 0,000barre : 173

e= 7,0812 cm H=27,5000 m qh/q10= 1,300 = 0,334 = 1,432 0,745qr= 1,48 kPa Ct= 2,826

n= 0,000 t= 0,000barre : 174

e= 7,0000 cm H=27,5000 m qh/q10= 1,300 = 0,334 = 1,432 0,745qr= 1,48 kPa Ct= 2,826

n= -0,370 t= 0,000barre : 175

e= 7,0000 cm H=27,5000 m qh/q10= 1,300 = 0,334 = 1,432 0,745qr= 1,48 kPa Ct= 2,826

n= 0,000 t= 0,000barre : 306

e= 6,4145 cm H=27,4986 m qh/q10= 1,300 = 0,334 = 1,432 0,745qr= 1,48 kPa Ct= 2,826

n= 0,000 t= 0,000barre : 250

e= 7,0000 cm H=30,0000 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 2,826

n= 0,000 t= 0,000

TRONCON T7 barre : 58

e= 7,0000 cm H=34,9973 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 2,711

n= 0,630 t= 0,000barre : 59

e= 0,0000 cm H=34,9973 m qh/q10= 1,395 = 0,323 = 1,418 0,766

Page 15: Note de Calcul NV65 Pife

qr= 1,61 kPa Ct= 2,711n= 0,000 t= 0,000barre : 60

e= 7,0000 cm H=35,0000 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 2,711

n= -0,370 t= 0,000barre : 61

e= 7,1614 cm H=35,0000 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 2,711

n= 0,000 t= 0,000barre : 70

e= 9,0000 cm H=34,9973 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 2,711

n= 0,630 t= 0,000 n2= 0,000 t2= 0,000barre : 71

e= 9,0000 cm H=34,9973 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 2,711

n= -0,370 t= 0,000 n2= 0,000 t2= 0,000barre : 72

e= 9,0000 cm H=34,9973 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 2,711

n= 0,630 t= 0,000 n2= 0,000 t2= 0,000barre : 73

e= 9,0000 cm H=35,0000 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 2,711

n= -0,370 t= 0,000 n2= 0,000 t2= 0,000barre : 74

e= 5,0000 cm H=35,0000 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 2,711

n= 0,630 t= 0,000 n2= 0,000 t2= 0,000barre : 75

e= 5,0000 cm H=35,0000 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 2,711

n= -0,370 t= 0,000 n2= 0,000 t2= 0,000barre : 77

e= 5,0000 cm H=35,0000 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 2,711

n= 0,630 t= 0,000 n2= 0,000 t2= 0,000barre : 224

e= 5,0002 cm H=35,0000 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 2,711

n= 0,000 t= 0,000barre : 226

e= 7,0003 cm H=35,0000 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 2,711

n= 0,000 t= 0,000barre : 227

e= 7,0002 cm H=34,9973 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 2,711

n= 0,000 t= 0,000barre : 228

e= 7,0002 cm H=32,5000 m qh/q10= 1,365 = 0,326 = 1,423 0,756qr= 1,56 kPa Ct= 2,711

n= 0,000 t= 0,000barre : 229

e= 7,0002 cm H=32,4973 m qh/q10= 1,365 = 0,326 = 1,423 0,756qr= 1,56 kPa Ct= 2,711

n= 0,000 t= 0,000barre : 230

e= 7,0002 cm H=32,4973 m qh/q10= 1,365 = 0,326 = 1,423 0,756qr= 1,56 kPa Ct= 2,711

Page 16: Note de Calcul NV65 Pife

n= 0,630 t= 0,000barre : 231

e= 7,0002 cm H=32,4973 m qh/q10= 1,365 = 0,326 = 1,423 0,756qr= 1,56 kPa Ct= 2,711

n= 0,630 t= 0,000barre : 232

e= 7,0002 cm H=34,9973 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 2,711

n= 0,630 t= 0,000barre : 233

e= 7,0002 cm H=34,9973 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 2,711

n= 0,630 t= 0,000barre : 234

e= 5,0002 cm H=35,0000 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 2,711

n= 0,630 t= 0,000barre : 235

e= 5,0002 cm H=35,0000 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 2,711

n= 0,630 t= 0,000barre : 184

e= 7,0000 cm H=32,4986 m qh/q10= 1,365 = 0,326 = 1,423 0,756qr= 1,56 kPa Ct= 2,711

n= 0,000 t= 0,000barre : 185

e= 7,0000 cm H=32,5000 m qh/q10= 1,365 = 0,326 = 1,423 0,756qr= 1,56 kPa Ct= 2,711

n= -0,370 t= 0,000barre : 186

e= 7,1214 cm H=32,5000 m qh/q10= 1,365 = 0,326 = 1,423 0,756qr= 1,56 kPa Ct= 2,711

n= 0,000 t= 0,000barre : 187

e= 7,0000 cm H=32,4973 m qh/q10= 1,365 = 0,326 = 1,423 0,756qr= 1,56 kPa Ct= 2,711

n= 0,630 t= 0,000barre : 245

e= 5,0000 cm H=35,0000 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 2,711

n= 0,000 t= 0,000barre : 246

e= 5,0000 cm H=35,0000 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 2,711

n= 0,000 t= 0,000barre : 247

e= 7,0000 cm H=34,9973 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 2,711

n= 0,000 t= 0,000barre : 248

e= 7,0000 cm H=34,9973 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 2,711

n= 0,000 t= 0,000barre : 249

e= 7,0000 cm H=32,4973 m qh/q10= 1,365 = 0,326 = 1,423 0,756qr= 1,56 kPa Ct= 2,711

n= 0,000 t= 0,000barre : 250

e= 7,0000 cm H=32,4986 m qh/q10= 1,365 = 0,326 = 1,423 0,756qr= 1,56 kPa Ct= 2,711

n= 0,000 t= 0,000barre : 251

Page 17: Note de Calcul NV65 Pife

e= 7,0000 cm H=32,5000 m qh/q10= 1,365 = 0,326 = 1,423 0,756qr= 1,56 kPa Ct= 2,711

n= -0,370 t= 0,000barre : 252

e= 7,0000 cm H=32,4986 m qh/q10= 1,365 = 0,326 = 1,423 0,756qr= 1,56 kPa Ct= 2,711

n= -0,370 t= 0,000barre : 253

e= 7,0000 cm H=35,0000 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 2,711

n= -0,370 t= 0,000barre : 254

e= 7,0000 cm H=34,9973 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 2,711

n= -0,370 t= 0,000barre : 255

e= 5,0000 cm H=35,0000 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 2,711

n= -0,370 t= 0,000

TRONCON T8 barre : 62

e= 5,0000 cm H=39,9973 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 2,887

n= 0,630 t= 0,000barre : 63

e= 0,0000 cm H=39,9973 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 2,887

n= 0,000 t= 0,000barre : 64

e= 5,0000 cm H=40,0000 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 2,887

n= -0,370 t= 0,000barre : 65

e= 5,1153 cm H=40,0000 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 2,887

n= 0,000 t= 0,000barre : 78

e= 5,0000 cm H=40,0000 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 2,887

n= 0,630 t= 0,000 n2= 0,000 t2= 0,000barre : 79

e= 5,0000 cm H=40,0000 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 2,887

n= 0,630 t= 0,000 n2= 0,000 t2= 0,000barre : 74

e= 5,0000 cm H=39,9973 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 2,887

n= 0,630 t= 0,000 n2= 0,000 t2= 0,000barre : 75

e= 5,0000 cm H=39,9973 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 2,887

n= -0,370 t= 0,000 n2= 0,000 t2= 0,000barre : 76

e= 5,0000 cm H=40,0000 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 2,887

n= -0,370 t= 0,000 n2= 0,000 t2= 0,000barre : 77

e= 5,0000 cm H=39,9973 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 2,887

n= 0,630 t= 0,000 n2= 0,000 t2= 0,000

Page 18: Note de Calcul NV65 Pife

barre : 309

e= 5,0000 cm H=40,0000 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 2,887

n= -0,370 t= 0,000 n2= 0,000 t2= 0,000barre : 219

e= 5,0002 cm H=40,0000 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 2,887

n= 0,000 t= 0,000barre : 221

e= 5,0002 cm H=40,0000 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 2,887

n= 0,000 t= 0,000barre : 222

e= 5,0002 cm H=39,9973 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 2,887

n= 0,000 t= 0,000barre : 223

e= 5,0000 cm H=37,4973 m qh/q10= 1,423 = 0,319 = 1,413 0,777qr= 1,66 kPa Ct= 2,887

n= -0,370 t= 0,000barre : 224

e= 5,0002 cm H=37,5000 m qh/q10= 1,423 = 0,319 = 1,413 0,777qr= 1,66 kPa Ct= 2,887

n= 0,000 t= 0,000barre : 225

e= 5,0002 cm H=37,4973 m qh/q10= 1,423 = 0,319 = 1,413 0,777qr= 1,66 kPa Ct= 2,887

n= 0,000 t= 0,000barre : 234

e= 5,0002 cm H=37,4973 m qh/q10= 1,423 = 0,319 = 1,413 0,777qr= 1,66 kPa Ct= 2,887

n= 0,630 t= 0,000barre : 235

e= 5,0002 cm H=37,4973 m qh/q10= 1,423 = 0,319 = 1,413 0,777qr= 1,66 kPa Ct= 2,887

n= 0,630 t= 0,000barre : 236

e= 5,0002 cm H=39,9973 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 2,887

n= 0,630 t= 0,000barre : 237

e= 5,0002 cm H=39,9973 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 2,887

n= 0,630 t= 0,000barre : 238

e= 5,0001 cm H=40,0000 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 2,887

n= 0,630 t= 0,000barre : 239

e= 5,0002 cm H=40,0000 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 2,887

n= 0,630 t= 0,000barre : 180

e= 0,0000 cm H=37,4973 m qh/q10= 1,423 = 0,319 = 1,413 0,777qr= 1,66 kPa Ct= 2,887

n= 0,000 t= 0,000barre : 181

e= 5,0000 cm H=37,5000 m qh/q10= 1,423 = 0,319 = 1,413 0,777qr= 1,66 kPa Ct= 2,887

n= -0,370 t= 0,000barre : 182

e= 5,1153 cm H=37,5000 m qh/q10= 1,423 = 0,319 = 1,413 0,777

Page 19: Note de Calcul NV65 Pife

qr= 1,66 kPa Ct= 2,887n= 0,000 t= 0,000barre : 183

e= 5,0000 cm H=37,4973 m qh/q10= 1,423 = 0,319 = 1,413 0,777qr= 1,66 kPa Ct= 2,887

n= 0,630 t= 0,000barre : 244

e= 5,0000 cm H=40,0000 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 2,887

n= 0,000 t= 0,000barre : 245

e= 5,0000 cm H=37,4973 m qh/q10= 1,423 = 0,319 = 1,413 0,777qr= 1,66 kPa Ct= 2,887

n= 0,000 t= 0,000barre : 246

e= 5,0000 cm H=37,4973 m qh/q10= 1,423 = 0,319 = 1,413 0,777qr= 1,66 kPa Ct= 2,887

n= 0,000 t= 0,000barre : 255

e= 5,0000 cm H=37,5000 m qh/q10= 1,423 = 0,319 = 1,413 0,777qr= 1,66 kPa Ct= 2,887

n= -0,370 t= 0,000barre : 256

e= 5,0000 cm H=39,9973 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 2,887

n= -0,370 t= 0,000barre : 257

e= 5,0000 cm H=40,0000 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 2,887

n= -0,370 t= 0,000barre : 259

e= 5,0000 cm H=40,0000 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 2,887

n= -0,370 t= 0,000barre : 262

e= 5,0000 cm H=40,0000 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 2,887

n= 0,000 t= 0,000barre : 12

e= 5,0000 cm H=39,9973 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 2,887

n= 0,000 t= 0,000barre : 14

e= 5,0000 cm H=39,9973 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 2,887

n= 0,000 t= 0,000

TRONCON T9 barre : 66

e= 5,0000 cm H=45,0000 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 2,887

n= 0,630 t= 0,000barre : 67

e= 0,0000 cm H=44,9973 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 2,887

n= 0,000 t= 0,000barre : 68

e= 5,0000 cm H=45,0000 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 2,887

n= -0,370 t= 0,000barre : 69

e= 0,0000 cm H=45,0000 m qh/q10= 1,500 = 0,308 = 1,398 0,850

Page 20: Note de Calcul NV65 Pife

qr= 1,90 kPa Ct= 2,887n= 0,000 t= 0,000barre : 78

e= 5,0000 cm H=44,9973 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 2,887

n= 0,630 t= 0,000 n2= 0,000 t2= 0,000barre : 79

e= 5,0000 cm H=45,0000 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 2,887

n= 0,630 t= 0,000 n2= 0,000 t2= 0,000barre : 309

e= 5,0000 cm H=44,9973 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 2,887

n= -0,370 t= 0,000 n2= 0,000 t2= 0,000barre : 81

e= 5,0000 cm H=45,0000 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 2,887

n= -0,370 t= 0,000 n2= 0,000 t2= 0,000barre : 217

e= 5,0000 cm H=45,0000 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 2,887

n= 0,000 t= 0,000barre : 218

e= 5,0001 cm H=45,0000 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 2,887

n= 0,000 t= 0,000barre : 219

e= 5,0002 cm H=42,5000 m qh/q10= 1,476 = 0,311 = 1,403 0,825qr= 1,82 kPa Ct= 2,887

n= 0,000 t= 0,000barre : 220

e= 5,0001 cm H=42,4986 m qh/q10= 1,476 = 0,311 = 1,403 0,825qr= 1,82 kPa Ct= 2,887

n= 0,000 t= 0,000barre : 310

e= 5,0060 cm H=45,0000 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 2,887

n= 0,000 t= 0,000barre : 238

e= 5,0001 cm H=42,4986 m qh/q10= 1,476 = 0,311 = 1,403 0,825qr= 1,82 kPa Ct= 2,887

n= 0,630 t= 0,000barre : 239

e= 5,0002 cm H=42,4973 m qh/q10= 1,476 = 0,311 = 1,403 0,825qr= 1,82 kPa Ct= 2,887

n= 0,630 t= 0,000barre : 240

e= 5,0000 cm H=45,0000 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 2,887

n= 0,630 t= 0,000barre : 176

e= 5,0000 cm H=42,4986 m qh/q10= 1,476 = 0,311 = 1,403 0,825qr= 1,82 kPa Ct= 2,887

n= 0,630 t= 0,000barre : 177

e= 5,1153 cm H=42,5000 m qh/q10= 1,476 = 0,311 = 1,403 0,825qr= 1,82 kPa Ct= 2,887

n= 0,000 t= 0,000barre : 178

e= 5,0000 cm H=42,5000 m qh/q10= 1,476 = 0,311 = 1,403 0,825qr= 1,82 kPa Ct= 2,887

Page 21: Note de Calcul NV65 Pife

n= -0,370 t= 0,000barre : 179

e= 0,0000 cm H=42,4973 m qh/q10= 1,476 = 0,311 = 1,403 0,825qr= 1,82 kPa Ct= 2,887

n= 0,000 t= 0,000barre : 311

e= 5,0060 cm H=44,9986 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 2,887

n= 0,000 t= 0,000barre : 197

e= 5,0060 cm H=44,9986 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 2,887

n= 0,000 t= 0,000barre : 198

e= 5,0060 cm H=45,0000 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 2,887

n= 0,000 t= 0,000barre : 241

e= 5,0001 cm H=44,9973 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 2,887

n= 0,630 t= 0,000barre : 242

e= 5,0000 cm H=44,9973 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 2,887

n= 0,000 t= 0,000barre : 243

e= 5,0000 cm H=44,9973 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 2,887

n= 0,000 t= 0,000barre : 244

e= 5,0000 cm H=42,4973 m qh/q10= 1,476 = 0,311 = 1,403 0,825qr= 1,82 kPa Ct= 2,887

n= 0,000 t= 0,000barre : 258

e= 5,0000 cm H=42,4973 m qh/q10= 1,476 = 0,311 = 1,403 0,825qr= 1,82 kPa Ct= 2,887

n= -0,370 t= 0,000barre : 259

e= 5,0000 cm H=42,5000 m qh/q10= 1,476 = 0,311 = 1,403 0,825qr= 1,82 kPa Ct= 2,887

n= -0,370 t= 0,000barre : 260

e= 5,0000 cm H=44,9973 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 2,887

n= -0,370 t= 0,000barre : 261

e= 5,0000 cm H=45,0000 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 2,887

n= -0,370 t= 0,000barre : 262

e= 5,0000 cm H=42,4973 m qh/q10= 1,476 = 0,311 = 1,403 0,825qr= 1,82 kPa Ct= 2,887

n= 0,000 t= 0,000

Cas de charge : Vent bissectrice paroi I et II

Sollicitation totale sur les tronçons :TRONCON T1 piedsSp= 2,5182 m2 S=14,4167 m2 0,175 Ct= 3,149 qh/q10= 0,885 0,745 1,296 0,360 = 1,000 = 1,467 T= 8,16 kN

Page 22: Note de Calcul NV65 Pife

TRONCON T2 Sp= 2,4244 m2 S=13,2500 m2 0,183 Ct= 3,145 qh/q10= 1,000 0,745 1,296 0,360 = 1,000 = 1,467 T= 8,87 kNTRONCON T3 Sp= 2,3671 m2 S=12,0833 m2 0,196 Ct= 3,138 qh/q10= 1,100 0,745 1,296 0,352 = 1,000 = 1,457 T= 9,45 kNTRONCON T4 Sp= 1,9723 m2 S=10,9167 m2 0,181 Ct= 3,146 qh/q10= 1,188 0,745 1,296 0,345 = 1,000 = 1,447 T= 8,46 kNTRONCON T5 Sp= 1,9655 m2 S= 9,7500 m2 0,202 Ct= 3,135 qh/q10= 1,265 0,745 1,296 0,338 = 1,000 = 1,437 T= 8,89 kNTRONCON T6 Sp= 1,6065 m2 S= 8,5832 m2 0,187 Ct= 3,143 qh/q10= 1,333 0,745 1,296 0,330 = 1,000 = 1,428 T= 7,63 kNTRONCON T7 Sp= 1,9548 m2 S= 8,0002 m2 0,244 Ct= 3,109 qh/q10= 1,395 0,766 1,296 0,323 = 1,000 = 1,418 T= 9,81 kNTRONCON T8 Sp= 1,2536 m2 S= 8,0002 m2 0,157 Ct= 3,158 qh/q10= 1,450 0,800 1,296 0,315 = 1,000 = 1,408 T= 6,89 kNTRONCON T9 Sp= 1,2532 m2 S= 7,9968 m2 0,157 Ct= 3,158 qh/q10= 1,500 0,850 1,296 0,308 = 1,000 = 1,398 T= 7,51 kN

= 75,66 kN

Calcul pour les éléments de la structure :

TRONCON T1 piedsbarre : 21

e= 9,0000 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 3,149

n= -0,130 t= -0,130barre : 22

e= 9,0000 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 3,149

n= 0,220 t= 0,220barre : 23

e= 9,0000 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 3,149

n= 0,220 t= -0,220barre : 9

e=12,7279 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 3,149

n= 0,220 t= 0,220 n2= -0,130 t2= 0,130barre : 16

e= 9,0000 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 3,149

n= -0,130 t= 0,130barre : 4

e=12,7279 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 3,149

n= 0,220 t= 0,220 n2= 0,220 t2= -0,220barre : 13

e=12,7279 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 3,149

n= -0,130 t= -0,130 n2= -0,130 t2= 0,130barre : 15

e=12,7279 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745

Page 23: Note de Calcul NV65 Pife

qr= 1,03 kPa Ct= 3,149

n= 0,220 t= -0,220 n2= -0,130 t2= -0,130barre : 83

e= 0,0000 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 3,149

n= 0,000 t= 0,000barre : 84

e= 0,0000 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 3,149

n= 0,000 t= 0,000barre : 85

e= 6,0000 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 3,149

n= 0,000 t= 0,000barre : 188

e=11,2959 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 3,149

n= 0,220 t= 0,220barre : 189

e=11,2584 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 3,149

n= 0,220 t= 0,220barre : 190

e=11,2584 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 3,149

n= -0,130 t= 0,130barre : 191

e=11,2959 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 3,149

n= -0,130 t= 0,130barre : 192

e=11,2959 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 3,149

n= -0,130 t= -0,130barre : 193

e=11,2584 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 3,149

n= -0,130 t= -0,130barre : 194

e=11,2584 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 3,149

n= 0,220 t= -0,220barre : 195

e=11,2959 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 3,149

n= 0,220 t= -0,220barre : 263

e= 6,0000 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 3,149

n= 0,000 t= 0,000barre : 264

e= 8,4327 cm H= 3,3333 m qh/q10= 0,842 = 0,360 = 1,467 0,745qr= 0,98 kPa Ct= 3,149

n= -0,130 t= 0,130barre : 267

e= 8,4839 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 3,149

n= -0,130 t= 0,130barre : 268

e= 8,4327 cm H= 3,3333 m qh/q10= 0,842 = 0,360 = 1,467 0,745qr= 0,98 kPa Ct= 3,149

n= 0,220 t= 0,220

Page 24: Note de Calcul NV65 Pife

barre : 271

e= 8,4839 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 3,149

n= 0,220 t= 0,220barre : 273

e= 8,4811 cm H= 3,3333 m qh/q10= 0,842 = 0,360 = 1,467 0,745qr= 0,98 kPa Ct= 3,149

n= -0,130 t= 0,130barre : 276

e= 8,4383 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 3,149

n= -0,130 t= 0,130barre : 277

e= 8,4811 cm H= 3,3333 m qh/q10= 0,842 = 0,360 = 1,467 0,745qr= 0,98 kPa Ct= 3,149

n= -0,130 t= -0,130barre : 280

e= 8,4383 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 3,149

n= -0,130 t= -0,130barre : 282

e= 8,4811 cm H= 3,3333 m qh/q10= 0,842 = 0,360 = 1,467 0,745qr= 0,98 kPa Ct= 3,149

n= 0,220 t= 0,220barre : 285

e= 8,4383 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 3,149

n= 0,220 t= 0,220barre : 286

e= 8,4811 cm H= 3,3333 m qh/q10= 0,842 = 0,360 = 1,467 0,745qr= 0,98 kPa Ct= 3,149

n= 0,220 t= -0,220barre : 289

e= 8,4383 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 3,149

n= 0,220 t= -0,220barre : 290

e= 8,4327 cm H= 3,3333 m qh/q10= 0,842 = 0,360 = 1,467 0,745qr= 0,98 kPa Ct= 3,149

n= 0,220 t= -0,220barre : 293

e= 8,4839 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 3,149

n= 0,220 t= -0,220barre : 294

e= 8,4327 cm H= 3,3333 m qh/q10= 0,842 = 0,360 = 1,467 0,745qr= 0,98 kPa Ct= 3,149

n= -0,130 t= -0,130barre : 297

e= 8,4839 cm H= 5,0000 m qh/q10= 0,885 = 0,360 = 1,467 0,745qr= 1,03 kPa Ct= 3,149

n= -0,130 t= -0,130

TRONCON T2 barre : 39

e=12,7279 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 3,145

n= 0,220 t= 0,220 n2= -0,130 t2= 0,130barre : 20

e= 9,0000 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 3,145

Page 25: Note de Calcul NV65 Pife

n= -0,130 t= 0,130barre : 17

e= 9,0000 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 3,145

n= -0,130 t= -0,130barre : 18

e= 9,0000 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 3,145

n= 0,220 t= 0,220barre : 19

e= 9,0000 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 3,145

n= 0,220 t= -0,220barre : 40

e=12,7279 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 3,145

n= -0,130 t= -0,130 n2= -0,130 t2= 0,130barre : 41

e=12,7279 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 3,145

n= 0,220 t= -0,220 n2= -0,130 t2= -0,130barre : 42

e=12,7279 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 3,145

n= 0,220 t= 0,220 n2= 0,220 t2= -0,220barre : 1

e=12,7259 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 3,145

n= 0,220 t= 0,220barre : 2

e=12,6575 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 3,145

n= 0,220 t= 0,220barre : 3

e=12,7259 cm H= 7,5000 m qh/q10= 0,944 = 0,360 = 1,467 0,745qr= 1,10 kPa Ct= 3,145

n= 0,220 t= 0,220barre : 5

e=12,6575 cm H= 7,5000 m qh/q10= 0,944 = 0,360 = 1,467 0,745qr= 1,10 kPa Ct= 3,145

n= 0,220 t= 0,220barre : 97

e=12,7259 cm H= 7,5000 m qh/q10= 0,944 = 0,360 = 1,467 0,745qr= 1,10 kPa Ct= 3,145

n= 0,220 t= -0,220barre : 98

e=12,6575 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 3,145

n= 0,220 t= -0,220barre : 99

e=12,7259 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 3,145

n= 0,220 t= -0,220barre : 100

e=12,6575 cm H= 7,5000 m qh/q10= 0,944 = 0,360 = 1,467 0,745qr= 1,10 kPa Ct= 3,145

n= 0,220 t= -0,220barre : 116

e=12,6575 cm H= 7,5000 m qh/q10= 0,944 = 0,360 = 1,467 0,745qr= 1,10 kPa Ct= 3,145

n= -0,130 t= -0,130

Page 26: Note de Calcul NV65 Pife

barre : 117

e=12,7259 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 3,145

n= -0,130 t= -0,130barre : 118

e=12,6575 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 3,145

n= -0,130 t= -0,130barre : 119

e=12,7259 cm H= 7,5000 m qh/q10= 0,944 = 0,360 = 1,467 0,745qr= 1,10 kPa Ct= 3,145

n= -0,130 t= -0,130barre : 127

e=12,7259 cm H= 7,5000 m qh/q10= 0,944 = 0,360 = 1,467 0,745qr= 1,10 kPa Ct= 3,145

n= -0,130 t= 0,130barre : 128

e=12,6575 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 3,145

n= -0,130 t= 0,130barre : 129

e=12,7259 cm H=10,0000 m qh/q10= 1,000 = 0,360 = 1,467 0,745qr= 1,16 kPa Ct= 3,145

n= -0,130 t= 0,130barre : 130

e=12,6575 cm H= 7,5000 m qh/q10= 0,944 = 0,360 = 1,467 0,745qr= 1,10 kPa Ct= 3,145

n= -0,130 t= 0,130barre : 156

e= 9,0000 cm H= 7,5000 m qh/q10= 0,944 = 0,360 = 1,467 0,745qr= 1,10 kPa Ct= 3,145

n= 0,220 t= -0,220barre : 157

e= 9,0000 cm H= 7,5000 m qh/q10= 0,944 = 0,360 = 1,467 0,745qr= 1,10 kPa Ct= 3,145

n= -0,130 t= 0,130barre : 158

e= 9,0000 cm H= 7,5000 m qh/q10= 0,944 = 0,360 = 1,467 0,745qr= 1,10 kPa Ct= 3,145

n= 0,220 t= 0,220barre : 159

e= 9,0000 cm H= 7,5000 m qh/q10= 0,944 = 0,360 = 1,467 0,745qr= 1,10 kPa Ct= 3,145

n= -0,130 t= -0,130

TRONCON T3 barre : 82

e= 9,0000 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 3,138

n= -0,130 t= -0,130barre : 24

e= 9,0000 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 3,138

n= -0,130 t= 0,130barre : 25

e= 9,0000 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 3,138

n= 0,220 t= 0,220barre : 26

e= 9,0000 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 3,138

n= 0,220 t= -0,220

Page 27: Note de Calcul NV65 Pife

barre : 43

e=12,7279 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 3,138

n= 0,220 t= 0,220 n2= -0,130 t2= 0,130barre : 44

e=12,7279 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 3,138

n= -0,130 t= -0,130 n2= -0,130 t2= 0,130barre : 45

e=12,7279 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 3,138

n= 0,220 t= -0,220 n2= -0,130 t2= -0,130barre : 46

e=12,7279 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 3,138

n= 0,220 t= 0,220 n2= 0,220 t2= -0,220barre : 6

e=12,7278 cm H=12,5000 m qh/q10= 1,052 = 0,356 = 1,462 0,745qr= 1,22 kPa Ct= 3,138

n= 0,220 t= 0,220barre : 126

e=12,7278 cm H=12,5000 m qh/q10= 1,052 = 0,356 = 1,462 0,745qr= 1,22 kPa Ct= 3,138

n= -0,130 t= -0,130barre : 7

e=12,7278 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 3,138

n= 0,220 t= 0,220barre : 8

e=12,6640 cm H=12,5000 m qh/q10= 1,052 = 0,356 = 1,462 0,745qr= 1,22 kPa Ct= 3,138

n= 0,220 t= 0,220barre : 101

e=12,7278 cm H=12,5000 m qh/q10= 1,052 = 0,356 = 1,462 0,745qr= 1,22 kPa Ct= 3,138

n= 0,220 t= -0,220barre : 102

e=12,6640 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 3,138

n= 0,220 t= -0,220barre : 103

e=12,7278 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 3,138

n= 0,220 t= -0,220barre : 104

e=12,6640 cm H=12,5000 m qh/q10= 1,052 = 0,356 = 1,462 0,745qr= 1,22 kPa Ct= 3,138

n= 0,220 t= -0,220barre : 120

e=12,6640 cm H=12,5000 m qh/q10= 1,052 = 0,356 = 1,462 0,745qr= 1,22 kPa Ct= 3,138

n= -0,130 t= -0,130barre : 121

e=12,7278 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 3,138

n= -0,130 t= -0,130barre : 122

e=12,6640 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 3,138

n= -0,130 t= -0,130barre : 132

Page 28: Note de Calcul NV65 Pife

e=12,6640 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 3,138

n= -0,130 t= 0,130barre : 131

e=12,6640 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 3,138

n= 0,220 t= 0,220barre : 133

e=12,7278 cm H=15,0000 m qh/q10= 1,100 = 0,352 = 1,457 0,745qr= 1,27 kPa Ct= 3,138

n= -0,130 t= 0,130barre : 134

e=12,6640 cm H=12,5000 m qh/q10= 1,052 = 0,356 = 1,462 0,745qr= 1,22 kPa Ct= 3,138

n= -0,130 t= 0,130barre : 135

e=12,7278 cm H=12,5000 m qh/q10= 1,052 = 0,356 = 1,462 0,745qr= 1,22 kPa Ct= 3,138

n= -0,130 t= 0,130barre : 160

e= 9,0000 cm H=12,5000 m qh/q10= 1,052 = 0,356 = 1,462 0,745qr= 1,22 kPa Ct= 3,138

n= 0,220 t= 0,220barre : 161

e= 9,0000 cm H=12,5000 m qh/q10= 1,052 = 0,356 = 1,462 0,745qr= 1,22 kPa Ct= 3,138

n= -0,130 t= 0,130barre : 162

e= 9,0000 cm H=12,5000 m qh/q10= 1,052 = 0,356 = 1,462 0,745qr= 1,22 kPa Ct= 3,138

n= -0,130 t= -0,130barre : 163

e= 9,0000 cm H=12,5000 m qh/q10= 1,052 = 0,356 = 1,462 0,745qr= 1,22 kPa Ct= 3,138

n= 0,220 t= -0,220

TRONCON T4 barre : 47

e=11,3137 cm H=20,0000 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 3,146

n= 0,220 t= 0,220 n2= -0,130 t2= 0,130barre : 28

e= 8,0000 cm H=20,0000 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 3,146

n= -0,130 t= -0,130barre : 29

e= 8,0000 cm H=20,0000 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 3,146

n= 0,220 t= -0,220barre : 48

e=11,3137 cm H=20,0000 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 3,146

n= -0,130 t= -0,130 n2= -0,130 t2= 0,130barre : 49

e=11,3137 cm H=20,0000 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 3,146

n= 0,220 t= -0,220 n2= -0,130 t2= -0,130barre : 50

e=11,3137 cm H=20,0000 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 3,146

n= 0,220 t= 0,220 n2= 0,220 t2= -0,220

Page 29: Note de Calcul NV65 Pife

barre : 216

e=11,3131 cm H=17,5078 m qh/q10= 1,145 = 0,349 = 1,452 0,745qr= 1,32 kPa Ct= 3,146

n= -0,130 t= 0,130barre : 87

e=11,3131 cm H=17,5078 m qh/q10= 1,145 = 0,349 = 1,452 0,745qr= 1,32 kPa Ct= 3,146

n= 0,220 t= 0,220barre : 10

e=11,2609 cm H=20,0000 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 3,146

n= 0,220 t= 0,220barre : 11

e=11,3131 cm H=20,0000 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 3,146

n= 0,220 t= 0,220barre : 88

e=11,2609 cm H=17,5000 m qh/q10= 1,145 = 0,349 = 1,452 0,745qr= 1,32 kPa Ct= 3,146

n= 0,220 t= 0,220barre : 105

e=11,3132 cm H=17,5000 m qh/q10= 1,145 = 0,349 = 1,452 0,745qr= 1,32 kPa Ct= 3,146

n= 0,220 t= -0,220barre : 123

e=11,2609 cm H=20,0000 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 3,146

n= 0,220 t= -0,220barre : 106

e=11,3132 cm H=20,0000 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 3,146

n= 0,220 t= -0,220barre : 107

e=11,2609 cm H=17,5000 m qh/q10= 1,145 = 0,349 = 1,452 0,745qr= 1,32 kPa Ct= 3,146

n= 0,220 t= -0,220barre : 124

e=11,3131 cm H=20,0000 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 3,146

n= -0,130 t= 0,130barre : 125

e=11,2609 cm H=20,0000 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 3,146

n= -0,130 t= 0,130barre : 136

e=11,2609 cm H=17,5000 m qh/q10= 1,145 = 0,349 = 1,452 0,745qr= 1,32 kPa Ct= 3,146

n= -0,130 t= 0,130barre : 137

e=11,3132 cm H=20,0000 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 3,146

n= -0,130 t= -0,130barre : 138

e=11,2609 cm H=20,0000 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 3,146

n= -0,130 t= -0,130barre : 139

e=11,2609 cm H=17,5000 m qh/q10= 1,145 = 0,349 = 1,452 0,745qr= 1,32 kPa Ct= 3,146

n= -0,130 t= -0,130barre : 140

e=11,3132 cm H=17,5000 m qh/q10= 1,145 = 0,349 = 1,452 0,745

Page 30: Note de Calcul NV65 Pife

qr= 1,32 kPa Ct= 3,146n= -0,130 t= -0,130barre : 164

e= 8,0284 cm H=17,5078 m qh/q10= 1,145 = 0,349 = 1,452 0,745qr= 1,32 kPa Ct= 3,146

n= 0,220 t= 0,220barre : 165

e= 8,0284 cm H=17,5078 m qh/q10= 1,145 = 0,349 = 1,452 0,745qr= 1,32 kPa Ct= 3,146

n= -0,130 t= 0,130barre : 166

e= 8,0000 cm H=17,5000 m qh/q10= 1,145 = 0,349 = 1,452 0,745qr= 1,32 kPa Ct= 3,146

n= -0,130 t= -0,130barre : 167

e= 8,0000 cm H=17,5000 m qh/q10= 1,145 = 0,349 = 1,452 0,745qr= 1,32 kPa Ct= 3,146

n= 0,220 t= -0,220

TRONCON T5 barre : 32

e= 7,5000 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 3,135

n= 0,220 t= 0,220barre : 33

e= 7,5000 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 3,135

n= 0,220 t= -0,220barre : 34

e= 7,5000 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 3,135

n= -0,130 t= -0,130barre : 47

e=11,3137 cm H=20,0155 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 3,135

n= 0,220 t= 0,220 n2= -0,130 t2= 0,130barre : 86

e=10,6066 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 3,135

n= 0,220 t= 0,220 n2= -0,130 t2= 0,130barre : 31

e= 7,5000 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 3,135

n= -0,130 t= 0,130barre : 27

e= 8,0600 cm H=20,0155 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 3,135

n= -0,130 t= 0,130barre : 30

e= 8,0600 cm H=20,0155 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 3,135

n= 0,220 t= 0,220barre : 51

e=10,6066 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 3,135

n= -0,130 t= -0,130 n2= -0,130 t2= 0,130barre : 52

e=10,6066 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 3,135

n= 0,220 t= -0,220 n2= -0,130 t2= -0,130barre : 53

Page 31: Note de Calcul NV65 Pife

e=10,6066 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 3,135

n= 0,220 t= 0,220 n2= 0,220 t2= -0,220barre : 10

e=11,2609 cm H=20,0078 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 3,135

n= 0,220 t= 0,220barre : 11

e=11,3131 cm H=20,0078 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 3,135

n= 0,220 t= 0,220barre : 89

e=10,5589 cm H=22,5000 m qh/q10= 1,227 = 0,341 = 1,442 0,745qr= 1,40 kPa Ct= 3,135

n= 0,220 t= 0,220barre : 91

e=10,6035 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 3,135

n= 0,220 t= 0,220barre : 92

e=10,5589 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 3,135

n= 0,220 t= 0,220barre : 90

e=10,6035 cm H=22,5078 m qh/q10= 1,227 = 0,341 = 1,442 0,745qr= 1,40 kPa Ct= 3,135

n= 0,220 t= 0,220barre : 93

e= 8,4466 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 3,135

n= 0,220 t= 0,220barre : 96

e= 8,4785 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 3,135

n= 0,220 t= 0,220barre : 108

e=10,6035 cm H=22,5000 m qh/q10= 1,227 = 0,341 = 1,442 0,745qr= 1,40 kPa Ct= 3,135

n= 0,220 t= -0,220barre : 109

e=10,5589 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 3,135

n= 0,220 t= -0,220barre : 110

e=10,6035 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 3,135

n= 0,220 t= -0,220barre : 111

e=10,5589 cm H=22,5000 m qh/q10= 1,227 = 0,341 = 1,442 0,745qr= 1,40 kPa Ct= 3,135

n= 0,220 t= -0,220barre : 124

e=11,3131 cm H=20,0078 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 3,135

n= -0,130 t= 0,130barre : 125

e=11,2609 cm H=20,0078 m qh/q10= 1,188 = 0,345 = 1,447 0,745qr= 1,36 kPa Ct= 3,135

n= -0,130 t= 0,130barre : 141

e=10,5589 cm H=22,5000 m qh/q10= 1,227 = 0,341 = 1,442 0,745qr= 1,40 kPa Ct= 3,135

Page 32: Note de Calcul NV65 Pife

n= -0,130 t= -0,130barre : 142

e=10,6035 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 3,135

n= -0,130 t= -0,130barre : 143

e=10,5589 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 3,135

n= -0,130 t= -0,130barre : 144

e=10,6035 cm H=22,5000 m qh/q10= 1,227 = 0,341 = 1,442 0,745qr= 1,40 kPa Ct= 3,135

n= -0,130 t= -0,130barre : 145

e=10,6035 cm H=22,5078 m qh/q10= 1,227 = 0,341 = 1,442 0,745qr= 1,40 kPa Ct= 3,135

n= -0,130 t= 0,130barre : 146

e=10,5589 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 3,135

n= -0,130 t= 0,130barre : 147

e=10,6035 cm H=25,0000 m qh/q10= 1,265 = 0,338 = 1,437 0,745qr= 1,44 kPa Ct= 3,135

n= -0,130 t= 0,130barre : 148

e=10,5589 cm H=22,5000 m qh/q10= 1,227 = 0,341 = 1,442 0,745qr= 1,40 kPa Ct= 3,135

n= -0,130 t= 0,130barre : 168

e= 7,5000 cm H=22,5000 m qh/q10= 1,227 = 0,341 = 1,442 0,745qr= 1,40 kPa Ct= 3,135

n= 0,220 t= -0,220barre : 169

e= 7,5000 cm H=22,5000 m qh/q10= 1,227 = 0,341 = 1,442 0,745qr= 1,40 kPa Ct= 3,135

n= -0,130 t= -0,130barre : 170

e= 7,5298 cm H=22,5078 m qh/q10= 1,227 = 0,341 = 1,442 0,745qr= 1,40 kPa Ct= 3,135

n= -0,130 t= 0,130barre : 171

e= 7,5298 cm H=22,5078 m qh/q10= 1,227 = 0,341 = 1,442 0,745qr= 1,40 kPa Ct= 3,135

n= 0,220 t= 0,220

TRONCON T6 barre : 57

e= 9,8995 cm H=29,9973 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 3,143

n= 0,220 t= 0,220 n2= -0,130 t2= 0,130barre : 35

e= 7,0000 cm H=29,9973 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 3,143

n= 0,220 t= 0,220barre : 36

e= 7,0119 cm H=30,0000 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 3,143

n= 0,220 t= -0,220barre : 37

e= 7,0000 cm H=30,0000 m qh/q10= 1,333 = 0,330 = 1,428 0,745

Page 33: Note de Calcul NV65 Pife

qr= 1,51 kPa Ct= 3,143n= -0,130 t= -0,130barre : 54

e= 9,8995 cm H=30,0000 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 3,143

n= -0,130 t= -0,130 n2= -0,130 t2= 0,130barre : 55

e= 9,8995 cm H=30,0000 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 3,143

n= 0,220 t= -0,220 n2= -0,130 t2= -0,130barre : 56

e= 9,8995 cm H=29,9973 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 3,143

n= 0,220 t= 0,220 n2= 0,220 t2= -0,220barre : 38

e= 7,0119 cm H=30,0000 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 3,143

n= -0,130 t= 0,130barre : 70

e=12,7279 cm H=30,0000 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 3,143

n= 0,220 t= 0,220 n2= 0,220 t2= -0,220barre : 72

e=12,7279 cm H=30,0000 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 3,143

n= 0,220 t= 0,220 n2= -0,130 t2= 0,130barre : 93

e= 8,4466 cm H=27,4986 m qh/q10= 1,300 = 0,334 = 1,432 0,745qr= 1,48 kPa Ct= 3,143

n= 0,220 t= 0,220barre : 94

e= 8,4785 cm H=29,9973 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 3,143

n= 0,220 t= 0,220barre : 95

e= 8,4466 cm H=29,9973 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 3,143

n= 0,220 t= 0,220barre : 96

e= 8,4785 cm H=27,4986 m qh/q10= 1,300 = 0,334 = 1,432 0,745qr= 1,48 kPa Ct= 3,143

n= 0,220 t= 0,220barre : 112

e= 8,4785 cm H=27,5000 m qh/q10= 1,300 = 0,334 = 1,432 0,745qr= 1,48 kPa Ct= 3,143

n= 0,220 t= -0,220barre : 113

e= 8,4466 cm H=27,4986 m qh/q10= 1,300 = 0,334 = 1,432 0,745qr= 1,48 kPa Ct= 3,143

n= 0,220 t= -0,220barre : 114

e= 8,4785 cm H=29,9986 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 3,143

n= 0,220 t= -0,220barre : 115

e= 8,4466 cm H=29,9986 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 3,143

n= 0,220 t= -0,220barre : 149

e= 8,4785 cm H=30,0000 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 3,143

Page 34: Note de Calcul NV65 Pife

n= -0,130 t= -0,130barre : 150

e= 8,4466 cm H=27,5000 m qh/q10= 1,300 = 0,334 = 1,432 0,745qr= 1,48 kPa Ct= 3,143

n= -0,130 t= -0,130barre : 151

e= 8,4785 cm H=27,5000 m qh/q10= 1,300 = 0,334 = 1,432 0,745qr= 1,48 kPa Ct= 3,143

n= -0,130 t= -0,130barre : 152

e= 8,4466 cm H=30,0000 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 3,143

n= -0,130 t= -0,130barre : 228

e= 9,8635 cm H=30,0000 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 3,143

n= -0,130 t= 0,130barre : 230

e= 9,8634 cm H=30,0000 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 3,143

n= 0,220 t= 0,220barre : 231

e= 9,8634 cm H=30,0000 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 3,143

n= 0,220 t= 0,220barre : 153

e= 8,4467 cm H=29,9986 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 3,143

n= -0,130 t= 0,130barre : 154

e= 8,4467 cm H=27,5000 m qh/q10= 1,300 = 0,334 = 1,432 0,745qr= 1,48 kPa Ct= 3,143

n= -0,130 t= 0,130barre : 155

e= 8,4785 cm H=29,9986 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 3,143

n= -0,130 t= 0,130barre : 172

e= 7,0000 cm H=27,4986 m qh/q10= 1,300 = 0,334 = 1,432 0,745qr= 1,48 kPa Ct= 3,143

n= 0,220 t= 0,220barre : 173

e= 7,0055 cm H=27,5000 m qh/q10= 1,300 = 0,334 = 1,432 0,745qr= 1,48 kPa Ct= 3,143

n= -0,130 t= 0,130barre : 174

e= 7,0000 cm H=27,5000 m qh/q10= 1,300 = 0,334 = 1,432 0,745qr= 1,48 kPa Ct= 3,143

n= -0,130 t= -0,130barre : 175

e= 7,0055 cm H=27,5000 m qh/q10= 1,300 = 0,334 = 1,432 0,745qr= 1,48 kPa Ct= 3,143

n= 0,220 t= -0,220barre : 306

e= 8,4785 cm H=27,4986 m qh/q10= 1,300 = 0,334 = 1,432 0,745qr= 1,48 kPa Ct= 3,143

n= -0,130 t= 0,130barre : 250

e= 9,8635 cm H=30,0000 m qh/q10= 1,333 = 0,330 = 1,428 0,745qr= 1,51 kPa Ct= 3,143

n= 0,220 t= -0,220

Page 35: Note de Calcul NV65 Pife

TRONCON T7 barre : 58

e= 7,0000 cm H=34,9973 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 3,109

n= 0,220 t= 0,220barre : 59

e= 7,0000 cm H=34,9973 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 3,109

n= 0,220 t= -0,220barre : 60

e= 7,0119 cm H=35,0000 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 3,109

n= -0,130 t= -0,130barre : 61

e= 7,0119 cm H=35,0000 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 3,109

n= -0,130 t= 0,130barre : 70

e=12,7279 cm H=34,9973 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 3,109

n= 0,220 t= 0,220 n2= 0,220 t2= -0,220barre : 71

e=12,7279 cm H=34,9973 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 3,109

n= 0,220 t= -0,220 n2= -0,130 t2= -0,130barre : 72

e=12,7279 cm H=34,9973 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 3,109

n= 0,220 t= 0,220 n2= -0,130 t2= 0,130barre : 73

e=12,7279 cm H=35,0000 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 3,109

n= -0,130 t= -0,130 n2= -0,130 t2= 0,130barre : 74

e= 7,0711 cm H=35,0000 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 3,109

n= 0,220 t= 0,220 n2= 0,220 t2= -0,220barre : 75

e= 7,0711 cm H=35,0000 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 3,109

n= 0,220 t= -0,220 n2= -0,130 t2= -0,130barre : 77

e= 7,0711 cm H=35,0000 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 3,109

n= 0,220 t= 0,220 n2= -0,130 t2= 0,130barre : 224

e= 7,0454 cm H=35,0000 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 3,109

n= -0,130 t= 0,130barre : 226

e= 9,8635 cm H=35,0000 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 3,109

n= -0,130 t= 0,130barre : 227

e= 9,8632 cm H=34,9973 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 3,109

n= -0,130 t= 0,130barre : 228

e= 9,8635 cm H=32,5000 m qh/q10= 1,365 = 0,326 = 1,423 0,756qr= 1,56 kPa Ct= 3,109

n= -0,130 t= 0,130

Page 36: Note de Calcul NV65 Pife

barre : 229

e= 9,8633 cm H=32,4973 m qh/q10= 1,365 = 0,326 = 1,423 0,756qr= 1,56 kPa Ct= 3,109

n= -0,130 t= 0,130barre : 230

e= 9,8634 cm H=32,4973 m qh/q10= 1,365 = 0,326 = 1,423 0,756qr= 1,56 kPa Ct= 3,109

n= 0,220 t= 0,220barre : 231

e= 9,8634 cm H=32,4973 m qh/q10= 1,365 = 0,326 = 1,423 0,756qr= 1,56 kPa Ct= 3,109

n= 0,220 t= 0,220barre : 232

e= 9,8634 cm H=34,9973 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 3,109

n= 0,220 t= 0,220barre : 233

e= 9,8634 cm H=34,9973 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 3,109

n= 0,220 t= 0,220barre : 234

e= 7,0453 cm H=35,0000 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 3,109

n= 0,220 t= 0,220barre : 235

e= 7,0453 cm H=35,0000 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 3,109

n= 0,220 t= 0,220barre : 184

e= 7,0059 cm H=32,4986 m qh/q10= 1,365 = 0,326 = 1,423 0,756qr= 1,56 kPa Ct= 3,109

n= 0,220 t= -0,220barre : 185

e= 7,0059 cm H=32,5000 m qh/q10= 1,365 = 0,326 = 1,423 0,756qr= 1,56 kPa Ct= 3,109

n= -0,130 t= -0,130barre : 186

e= 7,0119 cm H=32,5000 m qh/q10= 1,365 = 0,326 = 1,423 0,756qr= 1,56 kPa Ct= 3,109

n= -0,130 t= 0,130barre : 187

e= 7,0000 cm H=32,4973 m qh/q10= 1,365 = 0,326 = 1,423 0,756qr= 1,56 kPa Ct= 3,109

n= 0,220 t= 0,220barre : 245

e= 7,0453 cm H=35,0000 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 3,109

n= 0,220 t= -0,220barre : 246

e= 7,0453 cm H=35,0000 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 3,109

n= 0,220 t= -0,220barre : 247

e= 9,8633 cm H=34,9973 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 3,109

n= 0,220 t= -0,220barre : 248

e= 9,8634 cm H=34,9973 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 3,109

n= 0,220 t= -0,220barre : 249

e= 9,8633 cm H=32,4973 m qh/q10= 1,365 = 0,326 = 1,423 0,756

Page 37: Note de Calcul NV65 Pife

qr= 1,56 kPa Ct= 3,109n= 0,220 t= -0,220barre : 250

e= 9,8635 cm H=32,4986 m qh/q10= 1,365 = 0,326 = 1,423 0,756qr= 1,56 kPa Ct= 3,109

n= 0,220 t= -0,220barre : 251

e= 9,8634 cm H=32,5000 m qh/q10= 1,365 = 0,326 = 1,423 0,756qr= 1,56 kPa Ct= 3,109

n= -0,130 t= -0,130barre : 252

e= 9,8633 cm H=32,4986 m qh/q10= 1,365 = 0,326 = 1,423 0,756qr= 1,56 kPa Ct= 3,109

n= -0,130 t= -0,130barre : 253

e= 9,8635 cm H=35,0000 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 3,109

n= -0,130 t= -0,130barre : 254

e= 9,8633 cm H=34,9973 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 3,109

n= -0,130 t= -0,130barre : 255

e= 7,0454 cm H=35,0000 m qh/q10= 1,395 = 0,323 = 1,418 0,766qr= 1,61 kPa Ct= 3,109

n= -0,130 t= -0,130

TRONCON T8 barre : 62

e= 5,0000 cm H=39,9973 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 3,158

n= 0,220 t= 0,220barre : 63

e= 5,0000 cm H=39,9973 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 3,158

n= 0,220 t= -0,220barre : 64

e= 5,0085 cm H=40,0000 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 3,158

n= -0,130 t= -0,130barre : 65

e= 5,0085 cm H=40,0000 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 3,158

n= -0,130 t= 0,130barre : 78

e= 7,0711 cm H=40,0000 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 3,158

n= 0,220 t= 0,220 n2= 0,220 t2= -0,220barre : 79

e= 7,0711 cm H=40,0000 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 3,158

n= 0,220 t= 0,220 n2= -0,130 t2= 0,130barre : 74

e= 7,0711 cm H=39,9973 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 3,158

n= 0,220 t= 0,220 n2= 0,220 t2= -0,220barre : 75

e= 7,0711 cm H=39,9973 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 3,158

n= 0,220 t= -0,220 n2= -0,130 t2= -0,130barre : 76

Page 38: Note de Calcul NV65 Pife

e= 7,0711 cm H=40,0000 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 3,158

n= -0,130 t= -0,130 n2= -0,130 t2= 0,130barre : 77

e= 7,0711 cm H=39,9973 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 3,158

n= 0,220 t= 0,220 n2= -0,130 t2= 0,130barre : 309

e= 7,0711 cm H=40,0000 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 3,158

n= 0,220 t= -0,220 n2= -0,130 t2= -0,130barre : 219

e= 7,0454 cm H=40,0000 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 3,158

n= -0,130 t= 0,130barre : 221

e= 7,0454 cm H=40,0000 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 3,158

n= -0,130 t= 0,130barre : 222

e= 7,0452 cm H=39,9973 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 3,158

n= -0,130 t= 0,130barre : 223

e= 7,0452 cm H=37,4973 m qh/q10= 1,423 = 0,319 = 1,413 0,777qr= 1,66 kPa Ct= 3,158

n= -0,130 t= -0,130barre : 224

e= 7,0454 cm H=37,5000 m qh/q10= 1,423 = 0,319 = 1,413 0,777qr= 1,66 kPa Ct= 3,158

n= -0,130 t= 0,130barre : 225

e= 7,0452 cm H=37,4973 m qh/q10= 1,423 = 0,319 = 1,413 0,777qr= 1,66 kPa Ct= 3,158

n= -0,130 t= 0,130barre : 234

e= 7,0453 cm H=37,4973 m qh/q10= 1,423 = 0,319 = 1,413 0,777qr= 1,66 kPa Ct= 3,158

n= 0,220 t= 0,220barre : 235

e= 7,0453 cm H=37,4973 m qh/q10= 1,423 = 0,319 = 1,413 0,777qr= 1,66 kPa Ct= 3,158

n= 0,220 t= 0,220barre : 236

e= 7,0453 cm H=39,9973 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 3,158

n= 0,220 t= 0,220barre : 237

e= 7,0453 cm H=39,9973 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 3,158

n= 0,220 t= 0,220barre : 238

e= 7,0453 cm H=40,0000 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 3,158

n= 0,220 t= 0,220barre : 239

e= 7,0453 cm H=40,0000 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 3,158

n= 0,220 t= 0,220barre : 180

e= 5,0000 cm H=37,4973 m qh/q10= 1,423 = 0,319 = 1,413 0,777

Page 39: Note de Calcul NV65 Pife

qr= 1,66 kPa Ct= 3,158n= 0,220 t= -0,220barre : 181

e= 5,0085 cm H=37,5000 m qh/q10= 1,423 = 0,319 = 1,413 0,777qr= 1,66 kPa Ct= 3,158

n= -0,130 t= -0,130barre : 182

e= 5,0085 cm H=37,5000 m qh/q10= 1,423 = 0,319 = 1,413 0,777qr= 1,66 kPa Ct= 3,158

n= -0,130 t= 0,130barre : 183

e= 5,0000 cm H=37,4973 m qh/q10= 1,423 = 0,319 = 1,413 0,777qr= 1,66 kPa Ct= 3,158

n= 0,220 t= 0,220barre : 244

e= 7,0453 cm H=40,0000 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 3,158

n= 0,220 t= -0,220barre : 245

e= 7,0453 cm H=37,4973 m qh/q10= 1,423 = 0,319 = 1,413 0,777qr= 1,66 kPa Ct= 3,158

n= 0,220 t= -0,220barre : 246

e= 7,0453 cm H=37,4973 m qh/q10= 1,423 = 0,319 = 1,413 0,777qr= 1,66 kPa Ct= 3,158

n= 0,220 t= -0,220barre : 255

e= 7,0454 cm H=37,5000 m qh/q10= 1,423 = 0,319 = 1,413 0,777qr= 1,66 kPa Ct= 3,158

n= -0,130 t= -0,130barre : 256

e= 7,0452 cm H=39,9973 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 3,158

n= -0,130 t= -0,130barre : 257

e= 7,0454 cm H=40,0000 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 3,158

n= -0,130 t= -0,130barre : 259

e= 7,0454 cm H=40,0000 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 3,158

n= -0,130 t= -0,130barre : 262

e= 7,0453 cm H=40,0000 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 3,158

n= 0,220 t= -0,220barre : 12

e= 7,0453 cm H=39,9973 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 3,158

n= 0,220 t= -0,220barre : 14

e= 7,0453 cm H=39,9973 m qh/q10= 1,450 = 0,315 = 1,408 0,800qr= 1,74 kPa Ct= 3,158

n= 0,220 t= -0,220

TRONCON T9 barre : 66

e= 5,0085 cm H=45,0000 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 3,158

n= 0,220 t= 0,220barre : 67

e= 5,0000 cm H=44,9973 m qh/q10= 1,500 = 0,308 = 1,398 0,850

Page 40: Note de Calcul NV65 Pife

qr= 1,90 kPa Ct= 3,158n= 0,220 t= -0,220barre : 68

e= 5,0085 cm H=45,0000 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 3,158

n= -0,130 t= -0,130barre : 69

e= 5,0000 cm H=45,0000 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 3,158

n= -0,130 t= 0,130barre : 78

e= 7,0711 cm H=44,9973 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 3,158

n= 0,220 t= 0,220 n2= 0,220 t2= -0,220barre : 79

e= 7,0711 cm H=45,0000 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 3,158

n= 0,220 t= 0,220 n2= -0,130 t2= 0,130barre : 309

e= 7,0711 cm H=44,9973 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 3,158

n= 0,220 t= -0,220 n2= -0,130 t2= -0,130barre : 81

e= 7,0711 cm H=45,0000 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 3,158

n= -0,130 t= -0,130 n2= -0,130 t2= 0,130barre : 217

e= 7,0453 cm H=45,0000 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 3,158

n= -0,130 t= 0,130barre : 218

e= 7,0453 cm H=45,0000 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 3,158

n= -0,130 t= 0,130barre : 219

e= 7,0454 cm H=42,5000 m qh/q10= 1,476 = 0,311 = 1,403 0,825qr= 1,82 kPa Ct= 3,158

n= -0,130 t= 0,130barre : 220

e= 7,0452 cm H=42,4986 m qh/q10= 1,476 = 0,311 = 1,403 0,825qr= 1,82 kPa Ct= 3,158

n= -0,130 t= 0,130barre : 310

e= 5,0000 cm H=45,0000 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 3,158

n= 0,000 t= 0,000barre : 238

e= 7,0453 cm H=42,4986 m qh/q10= 1,476 = 0,311 = 1,403 0,825qr= 1,82 kPa Ct= 3,158

n= 0,220 t= 0,220barre : 239

e= 7,0453 cm H=42,4973 m qh/q10= 1,476 = 0,311 = 1,403 0,825qr= 1,82 kPa Ct= 3,158

n= 0,220 t= 0,220barre : 240

e= 7,0454 cm H=45,0000 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 3,158

n= 0,220 t= 0,220barre : 176

e= 5,0042 cm H=42,4986 m qh/q10= 1,476 = 0,311 = 1,403 0,825qr= 1,82 kPa Ct= 3,158

Page 41: Note de Calcul NV65 Pife

n= 0,220 t= 0,220barre : 177

e= 5,0042 cm H=42,5000 m qh/q10= 1,476 = 0,311 = 1,403 0,825qr= 1,82 kPa Ct= 3,158

n= -0,130 t= 0,130barre : 178

e= 5,0085 cm H=42,5000 m qh/q10= 1,476 = 0,311 = 1,403 0,825qr= 1,82 kPa Ct= 3,158

n= -0,130 t= -0,130barre : 179

e= 5,0000 cm H=42,4973 m qh/q10= 1,476 = 0,311 = 1,403 0,825qr= 1,82 kPa Ct= 3,158

n= 0,220 t= -0,220barre : 311

e= 5,0000 cm H=44,9986 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 3,158

n= 0,000 t= 0,000barre : 197

e= 5,0000 cm H=44,9986 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 3,158

n= 0,000 t= 0,000barre : 198

e= 5,0000 cm H=45,0000 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 3,158

n= 0,000 t= 0,000barre : 241

e= 7,0452 cm H=44,9973 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 3,158

n= 0,220 t= 0,220barre : 242

e= 7,0453 cm H=44,9973 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 3,158

n= 0,220 t= -0,220barre : 243

e= 7,0453 cm H=44,9973 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 3,158

n= 0,220 t= -0,220barre : 244

e= 7,0453 cm H=42,4973 m qh/q10= 1,476 = 0,311 = 1,403 0,825qr= 1,82 kPa Ct= 3,158

n= 0,220 t= -0,220barre : 258

e= 7,0452 cm H=42,4973 m qh/q10= 1,476 = 0,311 = 1,403 0,825qr= 1,82 kPa Ct= 3,158

n= -0,130 t= -0,130barre : 259

e= 7,0454 cm H=42,5000 m qh/q10= 1,476 = 0,311 = 1,403 0,825qr= 1,82 kPa Ct= 3,158

n= -0,130 t= -0,130barre : 260

e= 7,0452 cm H=44,9973 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 3,158

n= -0,130 t= -0,130barre : 261

e= 7,0454 cm H=45,0000 m qh/q10= 1,500 = 0,308 = 1,398 0,850qr= 1,90 kPa Ct= 3,158

n= -0,130 t= -0,130barre : 262

e= 7,0453 cm H=42,4973 m qh/q10= 1,476 = 0,311 = 1,403 0,825qr= 1,82 kPa Ct= 3,158

n= 0,220 t= -0,220

Page 42: Note de Calcul NV65 Pife

Calculs pour les surfaces additionnelles :

Surface :S1 paraboles

Aire effective de la surface additionnelle : S = 10,1600 m2Effet de la hauteur au dessus du sol : qH/q10 = 0,750 Coefficient de réduction : = 0,745Coefficient d'action dynamique : = 1,467Coefficient global de trainée aérodynamique : Ct =

1,200Pression dynamique résultante : qr = 0,87 kPaAction totale sur la surface : Ft = 10,64 kN

Charges aux noeuds :

Surface :S2 Antennes GSM

Aire effective de la surface additionnelle : S = 7,5000 m2

Effet de la hauteur au dessus du sol : qH/q10 = 0,750

Coefficient de réduction : = 0,745

Coefficient d'action dynamique : = 1,467

Coefficient global de trainée aérodynamique :Ct = 1,770

Pression dynamique résultante :qr = 0,87 kPa

Action totale sur la surface :Ft = 11,59 kN

Charges aux noeuds :

Surface :S3 Câbles

Aire effective de la surface additionnelle : S = 0,0025 m2

Effet de la hauteur au dessus du sol : qH/q10 = 0,750

Coefficient de réduction : = 0,745

Coefficient d'action dynamique : = 1,467

Coefficient global de trainée aérodynamique :Ct = 1,000

Pression dynamique résultante :

Page 43: Note de Calcul NV65 Pife

qr = 0,87 kPaAction totale sur la surface :

Ft = 0,00 kN

Charges aux noeuds :

Surface :S4 Echelles

Aire effective de la surface additionnelle : S = 10,8300 m2

Effet de la hauteur au dessus du sol : qH/q10 = 0,750

Coefficient de réduction : = 0,745

Coefficient d'action dynamique : = 1,467

Coefficient global de trainée aérodynamique :Ct = 1,280

Pression dynamique résultante :qr = 0,87 kPa

Action totale sur la surface :Ft = 12,10 kN

Charges aux noeuds :

Surface :S5 plateforme de travail

Aire effective de la surface additionnelle : S = 0,2200 m2

Effet de la hauteur au dessus du sol : qH/q10 = 0,750

Coefficient de réduction : = 0,745

Coefficient d'action dynamique : = 1,467

Coefficient global de trainée aérodynamique :Ct = 2,760

Pression dynamique résultante :qr = 0,87 kPa

Action totale sur la surface :Ft = 0,53 kN

Charges aux noeuds :

Surface :S6 pied rab

Aire effective de la surface additionnelle : S = 0,0362 m2

Page 44: Note de Calcul NV65 Pife

Effet de la hauteur au dessus du sol : qH/q10 = 0,750

Coefficient de réduction : = 0,745

Coefficient d'action dynamique : = 1,467

Coefficient global de trainée aérodynamique :Ct = 1,990

Pression dynamique résultante :qr = 0,87 kPa

Action totale sur la surface :Ft = 0,06 kN

Charges aux noeuds :

Surface :S7 pied rab 2

Aire effective de la surface additionnelle : S = 0,0362 m2

Effet de la hauteur au dessus du sol : qH/q10 = 0,750

Coefficient de réduction : = 0,745

Coefficient d'action dynamique : = 1,467

Coefficient global de trainée aérodynamique :Ct = 1,990

Pression dynamique résultante :qr = 0,87 kPa

Action totale sur la surface :Ft = 0,06 kN

Charges aux noeuds :