inertie

26
TOUS PRS Page 1 pour recopier le profil cliquer sur PRS 180.6327896 tableau PRS retenu ht acier= 360.0 hauteur trou? ha1= 157.5 âm excentricité? 0.0 mm ha2= 157.5 âm Ht? 360.0 mm de1= 348.75 pour supprimer une semelle faire b1? 300.0 mm ht= 360.0 mm de2= 11.25 ei=0 avec bi<>0 e1? 22.5 mm b= 300.0 mm dea1= 258.75 b2? 300.0 mm ea (tw)= 12.5 mm dea2= 101.25 e2? 22.5 mm es (tf)= 22.5 mm Se1= 6750 ea? 12.5 mm r= 27.0 mm Se2= 6750 ha= 315.0 mm Sea1= 1968.75 b? e? e retenue b retenue Sea2= 1968.75 plat rajouté sur b1 ### 12.0 mm 34.7 mm 300.0 mm Mst acier= 3138750 plat rajouté sur b2 ### 12.0 mm 31.5 mm 300.0 mm A.N.E acier= 180 ht fictif= 372.24 mm 982536328 S acier= 238.2 cm2 glissement pour 7,000 kg ? S acier= 17437.5 Inertie= 60,482 cm4 19,556 kg/ml rx= 15.9 cm 19,386 kg/ml Wel fibre sup= 3369.9 cm3 plat sup= 6,304 kg/ml Wel fibre inf= 3137.5 cm3 plat inf= 4,916 kg/ml Sc= 0 19.3 cm 0.00 22.7 cm fe? 36.0 kg/mm2 Wpl= 0.00 wpl= 3646.4 cm3 tranchant adm(CM66)= 92045 kg Mrd= 131272 kgm Sc= 8719 Inertie y= 14,920 cm4 Mel= 112951 kgm 31.57 Iy/v1= 994.7 cm3 Wpl= 2588 Iy/v2= 994.7 cm3 périmètre sans la face sup= 1595.0 mm ry= 7.9 cm périmètre avec la face sup= 1895.0 mm hauteur sem en compression= 29.06250 J= 717.66 cm4 hauteur âme en compression= 157.50 Massivité sans la face sup= 67 m-1 Md? 23000 kgm Massivité avec la face sup= 80 m-1 Kd= 0.173 Massivité âme seule= 166 m-1 exposant= 2.00 Madm= 22655 kgm Section congé sup= 313.47 PP= 187.02 kg/m Epaisseur semelle equivalente= 1.0449 Inertie acier/D= semelle sup b1*e1= semelle inf b2*e2= A.N.E/D= Sc/D'= A.N.plastique/D= Sc/D'= de1 ht e2*b2 ha ha ea dea D D' e1*b1

Upload: bella-bercovitch-garbarz

Post on 05-Aug-2015

64 views

Category:

Documents


2 download

TRANSCRIPT

Page 1: INERTIE

TOUS PRS

Page 1

pour recopier le profil cliquer sur PRS

180.6327896 tableau PRS retenuht acier= 360.0

hauteur trou? ha1= 157.5 âme au-dessus du trouexcentricité? 0.0 mm ha2= 157.5 âme en-dessous du trou

Ht? 360.0 mm de1= 348.75pour supprimer une semelle faire b1? 300.0 mm ht= 360.0 mm de2= 11.25

ei=0 avec bi<>0 e1? 22.5 mm b= 300.0 mm dea1= 258.75b2? 300.0 mm ea (tw)= 12.5 mm dea2= 101.25e2? 22.5 mm es (tf)= 22.5 mm Se1= 6750ea? 12.5 mm r= 27.0 mm Se2= 6750ha= 315.0 mm Sea1= 1968.75

b? e? e retenue b retenue Sea2= 1968.75plat rajouté sur b1 280.0 mm 12.0 mm 34.7 mm 300.0 mm Mst acier= 3138750plat rajouté sur b2 200.0 mm 12.0 mm 31.5 mm 300.0 mm A.N.E acier= 180

ht fictif= 372.24 mm 982536328

S acier= 238.2 cm2 glissement pour 7,000 kg ? S acier= 17437.5Inertie= 60,482 cm4 19,556 kg/ml

rx= 15.9 cm 19,386 kg/mlWel fibre sup= 3369.9 cm3 plat sup= 6,304 kg/ml

Wel fibre inf= 3137.5 cm3 plat inf= 4,916 kg/ml Sc= 0

19.3 cm 0.00

22.7 cm fe? 36.0 kg/mm2 Wpl= 0.00wpl= 3646.4 cm3 tranchant adm(CM66)= 92045 kg

Mrd= 131272 kgm Sc= 8719Inertie y= 14,920 cm4 Mel= 112951 kgm 31.57Iy/v1= 994.7 cm3 Wpl= 2588Iy/v2= 994.7 cm3 périmètre sans la face sup= 1595.0 mm

ry= 7.9 cm périmètre avec la face sup= 1895.0 mm hauteur sem en compression= 29.06250

J= 717.66 cm4 hauteur âme en compression= 157.50

Massivité sans la face sup= 67 m-1Md? 23000 kgm Massivité avec la face sup= 80 m-1Kd= 0.173 Massivité âme seule= 166 m-1 exposant= 2.00

Madm= 22655 kgmSection congé sup= 313.47

PP= 187.02 kg/m Epaisseur semelle equivalente= 1.0449

Inertie acier/D=

semelle sup b1*e1=

semelle inf b2*e2=

A.N.E/D= Sc/D'=A.N.plastique/D=

Sc/D'=

de1

ht

e2*b2

hahaea

dea

D

D'e1*b1

F7
excentricité par rapport au cdg de l'âme seule négatif vers le bas
I16
l'épaisseur retenue tient compte des congés du profilé
G26
calculé à partir du tableau PRS
Page 2: INERTIE

TOUS PRS

Page 2

plat extérieurplat intérieur

1 2âme au-dessus du trou plat sup plat infâme en-dessous du trou extérieur extérieur ht fictif= 381.29 mm

extérieur intérieur ht fictif= 372.2 mmintérieur extérieur ht fictif= 369.0 mm

cas âme comprimée intérieur intérieur ht fictif= 360.0 mm

ha1 comprimé= 157.5ha2 comprimé= 0

ha2 comprimé réel= 0he2comprimé= 0

section comprimée= 8718.75

275273.438

31.5725806

section tendue

he1 tendue= 0.00

ha1 tendue= 0ha2 tendue= 157.5he2 tendue= 22.5

ht= 180.00de1= 180dha1= 180dha2 101.25de2= 11.25

section tendue= 8718.7531.5725806

A.N.plastique dans e1 0.00A.N.plastique dans ha1 0.00A.N.plastique dans ha2 180A.N.plastique dans e2 0

Itf1= 108.524194Itf2= 108.524194Itw= 20.5078125Itr1= 2.87521611Itr2= 2.87521611

J= 293.488609

Mt de Fc/D'=

Fc/D'=

A.N.E acier tendu/D=

Page 3: INERTIE

profil+plat

Page 3

180.6327896 le profil ci-dessous est celui décrit dans "TOUS PRS" dans la colonne PRSht acier= 372.2

hauteur trou= 0.0 mm ha1= 157.5 âme au-dessus du trouexcentricité= 0.0 mm ha2= 157.5 âme en-dessous du trou

Ht= 372.2 mm de1= 354.87245b1= 300.0 mm de2= 15.77245e1= 34.7 mm dea1= 267.7949b2= 300.0 mm dea2= 110.2949e2= 31.5 mm Se1= 10423.47ea= 12.5 mm Se2= 9463.47ha= 315.0 mm Sea1= 1968.75

Sea2= 1968.75Mst acier= 4592628.74

A.N.E acier= 192.7696411490138079

S acier= 238.2 cm2 S acier= 23824.44Inertie= 60,482 cm4

rx= 15.9 cmWel fibre sup= 3369.9 cm3

Wel fibre inf= 3137.5 cm3 Sc= 0

19.3 cm 0.00

22.7 cm fe? 24.0 kg/mm2 Wpl= 0.00wpl= 3646.4 cm3 tranchant adm(CM66)= 61364 kg

Mrd= 87515 kgm Sc= 11912Inertie y= 14,920 cm4 Mel= 75300 kgm 26.99Iy/v1= 994.7 cm3 Wpl= 3646Iy/v2= 994.7 cm3 périmètre sans la face sup= 1637.6 mm

ry= 7.9 cm périmètre avec la face sup= 1937.6 mm hauteur sem en compression= 39.70740

J= 717.66 cm hauteur âme en compression= 119.10

Massivité sans la face sup= 69 m-1Md? 30000 kgm Massivité avec la face sup= 81 m-1Kd= 0.324 Massivité âme seule= 166 m-1 exposant= 2.00

Madm= 28379 kgmSection congé sup= 0

Epaisseur semelle equivalente= 0

Inertie acier/D=

A.N.E/D= Sc/D'=A.N.plastique/D=

Sc/D'=

de1

ht

e2*b2

hahaea

dea

D

D'e1*b1

Page 4: INERTIE

profil+plat

Page 4

âme au-dessus du trouâme en-dessous du trou

cas âme comprimée

ha1 comprimé= 119.1ha2 comprimé= 0

ha2 comprimé réel= 0he2comprimé= 0

section comprimée= 11912.22

321462.744

26.9859643

section tendue

he1 tendue= 0.00

ha1 tendue= 38.4ha2 tendue= 157.5he2 tendue= 31.5449

ht= 227.44de1= 227.4449dha1= 208.2449dha2 110.2949de2= 15.77245

section tendue= 11912.2239.1499438

A.N.plastique dans e1 0.00A.N.plastique dans ha1 227.44A.N.plastique dans ha2 0A.N.plastique dans e2 0

Itf1= 388.83932Itf2= 293.10353Itw= 19.9189518Itr1= 8.93295833Itr2= 6.86559604

J= 717.660356

Mt de Fc/D'=

Fc/D'=

A.N.E acier tendu/D=

Page 5: INERTIE

CALCUL DES TUBES entrées en mm résultats en cm

TUBES CIRCULAIRES Diam? 80.0 mmépai.? 40.0 mm

Ix Iy Ix/v Iy/v Aire rx ry J201.06 201.06 50.27 50.27 50.27 2.00 2.00 201.06

TUBES RECTANGULAIRESH? 150.0 mmB? 100.0 mm

ép.? 3.2 mm Ix Iy Ix/v Iy/v Aire rx ry J502.79 268.70 67.04 53.74 15.59 5.68 4.15 530.52

effort linéaire sur une poutre

3x? 0 x? 5

0 120.00 200

ellipseH? 400.0 mm h= 396.0 mmB? 200.0 mm b= 196.0 mme? 2.0 mm Inertie= 3085.5 cm4

r= 12.84 cmS= 18.724 cm2 1872.4

Lellipse= 93.6 cm 933.1cercle R=B 62.8 cm

FA? Fx= FB?

A B x?

H

B

H

B

Page 6: INERTIE

84

Z 085.33 4

1510

0.3214.689.6814.369.36

Z79.97

B

e

B

e

Page 7: INERTIE

profilés-UPRS

Page 7

Section composée

INERTIE DES PRS Unités entrée en mm résultat en cmPoteau en U

hauteur totale h? 120 ProfilésLargeur semelle b? 120 poteau traverse

Epais.âme tw? 3épais. semelle tf? 3

ht= 120 ht= 400Ix= 283 b= 120 b= 115

Ix/v= 47.25 ea (tw)= 3 ea (tw)= 13.5Wplx= 51.87 es (tf)= 3 es (tf)= 18Iy= 165.78 r= 18 d(G1-G2)= 241.16 mm

Iy/v1= 21.03 Section= 10.62 Section= 91.90 CDG/G1= 216.18 mmIy/v2= 40.27 Ix= 283 Ix= 20980

S= 10.62 Wel,x= 47.25 Wel,x= 1049.00 Section= 102.52rx= 5.17 Wpl,x= 51.87 Wpl,x= 1263.00 Ix= 1328.49ry= 3.95 rx= 5.17 rx= 15.11 Wel,x= 221.42 vi= 60 mmJ= 0.32 rx= 3.60

Iy= 165.78 Iy= 1045.00

traverse Wel,y= 21.03 Wel,y= 122.60 Iy= 26682.41hauteur totale h? 220 Wpl,y= Wpl,y= 191.40 904.43 ui= 295.02 mmLargeur semelle b? 80 ry= 3.95 ry= 3.37 1185.98 us= 224.98 mm

Epais.âme tw? 8 J= 0.32 J= 79.14 ry= 16.13épais. semelle tf? 12.5 G1/D= 4.12

rayon de courbure r? 12.5 4.81Ix= 2770.12

Ix/v= 251.83Wplx= 296.25Iy= 108.19

Iy/v1= 27.05Iy/v2= 27.05Wply= 44.03

S= 36.94rx= 8.66ry= 1.71

Wel,y1=Wel,y2=

Centre de Torsion/D=

1

2G1

G2

G

poteau

traverse

D

X

Y

Page 8: INERTIE

profilés-UPRS

Page 8

poteau

CDG1/D= 4.11610169Iy/D= 345.7026

165.775447

traverse

CDG1/D= 2.33451692Iy/D= 429.994667

228.665927en I 1en U

calcul du U PRS en y

Iy=

calcul du U PRS en y

Iy=

Page 9: INERTIE

profilés-UPRS

Page 9

J= 17.60

Page 10: INERTIE

Boulons

Page 10

EFFORTS ADMISSIBLES DANS LES BOULONSUnités kg; mm boulons en simple cisaillement boulons Hr 10,9 taper10,99; Hr 8,8 taper 8,88

BOULONS RESULTATS EFFORTS INCLINESClasse? 8.8 Cisaillement= 12607 Effort de traction N?

Diamètre? 24 traction= 15532 Effort decisaillement T?BOULONS RESULTATS

Classe? 8.8 Cisaillement= 24786 Classe? 10.9 Section filetée cisaillée

Diamètre? 33 traction= 30536 Diamètre? 27 Section lisse cisaillée

Classe? 10.9 Cisaillement= 19969 Classe? 6.4 Section filetée cisaillée

Diamètre? 27 traction= 24602 Diamètre? 16 Section lisse cisaillée

Classe? 8.88 Cisaillement= 6525 Classe? 6.8 Section filetée cisaillée

Diamètre? 16 traction= 8038 Diamètre? 20 Section lisse cisaillée

Classe? 6.8 Cisaillement= 6523 Classe? 6.8 Section filetée cisaillée

Diamètre? 20 traction= 8036 Diamètre? 20 Section lisse cisaillée

Page 11: INERTIE

Boulons

Page 11

Diamètre Section Classe Contrainte5 14.2 4.6 246 20.1 4.8 288 36.6 5.6 30

1 kg 10 58 5.8 3422000 kg 12 84.3 6.4 24

RESULTATS 14 115 6.5 30Section filetée cisaillée REFUSE 16 157 6.6 35Section lisse cisaillée BON 18 192 6.8 41

20 245 8.4 28Section filetée cisaillée REFUSE 22 303 8.6 41Section lisse cisaillée REFUSE 24 353 8.8 55

27 459 8.88 64Section filetée cisaillée REFUSE 30 561 10.9 67Section lisse cisaillée REFUSE 33 694 10.99 90

36 817Section filetée cisaillée REFUSE 39 976

Section lisse cisaillée REFUSE 42 1121.845 130648 147352 1757

Page 12: INERTIE

Arbed

Page 12

1 2 3 4 5Fer en I

Traverse HEB 360 59 360 300 12.5 22.5 27Poteaux IPE 160 6 160 82 5 7.4 9

FER en UTraverse UPE400 247 400 115 13.5 18 18Poteaux PRS 43 0 0 0 0 0

h b a ou Vw e ou Vf rPRS

IPE 80 80 46 3.8 5.2 5IPE 100 100 55 4.1 5.7 7IPE 120 120 64 4.4 6.3 7IPE 140 140 73 4.7 6.9 7IPE 160 160 82 5.0 7.4 9IPE 180 180 91 5.3 8.0 9IPE 200 200 100 5.6 8.5 12IPE 220 220 110 5.9 9.2 12IPE 240 240 120 6.2 9.8 15IPE 270 270 135 6.6 10.2 15IPE 300 300 150 7.1 10.7 15IPE 330 330 160 7.5 11.5 18IPE 360 360 170 8.0 12.7 18IPE 400 400 180 8.6 13.5 21IPE 450 450 190 9.4 14.6 21IPE 500 500 200 10.2 16.0 21IPE 550 550 210 11.1 17.2 24IPE 600 600 220 12.0 19.0 24

h b a ou Vw e ou Vf rHEA 100 96 100 5.0 8.0 12HEA 120 114 120 5.0 8.0 12HEA 140 133 140 5.5 8.5 12HEA 160 152 160 6.0 9.0 15HEA 180 171 180 6.0 9.5 15HEA 200 190 200 6.5 10.0 18HEA 220 237 220 7.0 11.0 18HEA 240 230 240 7.5 12.0 21HEA 260 250 260 7.5 12.5 24HEA 280 270 280 8.0 13.0 24HEA 300 290 300 8.5 14.0 27HEA 320 310 300 9 15.5 27HEA 340 330 300 9.5 16.5 27HEA 360 350 300 10.0 17.5 27HEA 400 390 300 11.0 19.0 27HEA 450 440 300 11.5 21.0 27HEA 500 490 300 12.0 23.0 27HEA 550 540 300 12.5 24.0 27HEA 600 590 300 13.0 25.0 27HEA 650 640 300 13.5 26.0 27HEA 700 690 300 14.5 27.0 27

Page 13: INERTIE

Arbed

Page 13

HEA 800 790 300 15.0 28.0 30HEA 900 890 300 16.0 30.0 30HEA 1000 990 300 16.5 31.0 30

h b a ou Vw e ou Vf rHEB 100 100 100 6.0 10.0 12HEB 120 120 120 6.5 11.0 12HEB 140 140 140 7.0 12.0 12HEB 160 160 160 8.0 13.0 15HEB 180 180 180 8.5 14.0 15HEB 200 200 200 9.0 15.0 18HEB 220 220 220 9.5 16.0 18HEB 240 240 240 10.0 17.0 21HEB 260 260 260 10.0 17.5 24HEB 280 280 280 10.5 18.0 24HEB 300 300 300 11.0 19.0 27HEB 320 320 300 11.5 20.5 27HEB 340 340 300 12.0 21.5 27HEB 360 360 300 12.5 22.5 27HEB 400 400 300 13.5 24.0 27HEB 450 450 300 14.0 26.0 27HEB 500 500 300 14.5 28.0 27HEB 550 550 300 15.0 29.0 27HEB 600 600 300 15.5 30.0 27HEB 650 650 300 16.0 31.0 27HEB 700 700 300 17.0 32.0 27HEB 800 800 300 17.5 33.0 30HEB 900 900 300 18.5 35.0 30HEB 1000 1000 300 19.0 36.0 30

h b a ou Vw e ou Vf rHEM 100 120 106 12.0 20.0 12HEM 120 140 126 12.5 21.0 12HEM 140 160 146 13.0 22.0 12HEM 160 180 166 14.0 23.0 15HEM 180 200 186 14.5 24.0 15HEM 200 220 206 15.0 25.0 18HEM 220 240 226 15.5 26.0 18HEM 240 270 248 18.0 32.0 21HEM 260 290 268 18.0 32.5 24HEM 280 310 288 18.5 33.0 24HEM 300C 320 305 16.0 29.0 27HEM 300 340 310 21.0 39.0 27HEM 320 359 309 21.0 40 27HEM 340 377 309 21.0 40 27HEM 360 395 308 21.0 40 27HEM 400 432 307 21.0 40 27HEM 450 478 307 21.0 40 27HEM 500 524 306 21.0 40 27HEM 550 572 306 21.0 40 27HEM 600 620 305 21.0 40 27HEM 650 668 305 21.0 40 27HEM 700 716 304 21.0 40 27HEM 800 814 303 21.0 40 30HEM 900 910 302 21.0 40 30HEM 1000 1008 302 21.0 40 30

Page 14: INERTIE

Arbed

Page 14

h b a ou Vw e ou Vf rIAO 100 100 42 4.0 6.5 0IAO 100R 100 51 13.0 6.5 0IAO 120 120 44 4.5 6.8 0IAO 120R 120 49 9.5 6.8 0IAO 140 140 47 4.5 7.5 0IAO 140R 140 52 9.5 7.5 0IAO 160 160 51 5.0 8.2 0IAO 160R 160 56 10.0 8.2 0IAO 250 250 100 10.0 12.5 0IAO 250R 250 105 15.0 12.5 0

h b a ou Vw e ou Vf rIPN 80 80 42 3.9 5.9 3.9IPN 100 100 50 4.5 6.8 4.5IPN 120 120 58 5.1 7.7 5.1IPN 140 140 66 5.7 8.6 5.7IPN 160 160 74 6.3 9.5 6.3IPN 180 180 82 6.9 10.4 6.9IPN 200 200 90 7.5 11.3 7.5IPN 220 220 98 8.1 12.2 8.1IPN 240 240 106 8.7 13.1 8.7IPN 260 260 113 9.4 14.1 9.4IPN 280 280 119 10.1 15.2 10.1IPN 300 300 125 10.8 16.2 10.8IPN 320 320 131 11.5 17.3 11.5IPN 340 340 137 12.2 18.3 12.2IPN 360 360 143 13.0 19.5 13.0IPN 380 380 149 13.7 20.5 13.7IPN 400 400 155 14.4 21.6 14.4IPN 425 425 163 15.3 23.0 15.3IPN 450 450 170 16.2 24.3 16.2IPN 475 475 178 17.1 25.6 17.1IPN 500 500 185 18.0 27.0 18.0IPN 550 550 200 19.0 30.0 19.0IPN 600 600 215 21.6 32.4 21.6

h b a ou Vw e ou Vf rIPE-A 80 78 46 3.3 4.2 5IPE-A 100 98 55 3.6 4.7 7IPE-A 120 117.6 64 3.8 5.1 7IPE-A 140 137.4 73 3.8 5.6 7IPE-A 160 157 82 4.0 5.9 9IPE-A 180 177 91 4.3 6.5 9IPE-A 200 197 100 4.5 7.0 12IPE-A 220 217 110 5.0 7.7 12IPE-A 240 237 120 5.2 8.3 15IPE-A 270 267 135 5.5 8.7 15IPE-A 300 297 150 6.1 9.2 15IPE-A 330 327 160 6.5 10 18IPE-A 360 357.6 170 6.6 11.5 18IPE-A 400 397 180 7.0 12.0 21IPE-A 450 447 190 7.6 13.1 21IPE-A 500 497 200 8.4 14.5 21IPE-A 550 547 237 9.0 15.7 24IPE-A 600 597 220 9.8 17.5 24

Page 15: INERTIE

Arbed

Page 15

h b a ou Vw e ou Vf rIPE-R 140 142 72 5.3 7.8 7IPE-R 160 162 81 5.6 8.5 9IPE-R 180 183 89 6.4 9.5 9IPE-R 200 204 98 6.6 10.5 12IPE-R 220 225 108 6.7 11.8 12IPE-R 240 245 118 7.5 12.3 15IPE-R 270 276 133 7.7 13.1 15IPE-R 300 306 147 8.5 13.7 15IPE-R 330 336 158 9.2 14.5 18IPE-R 360 366 168 9.9 16.0 18IPE-R 400 407 178 10.6 17.0 21IPE-R 450 458 188 11.3 18.6 21IPE-R 500 508 198 12.6 20.0 21IPE-R 550 560 237 14.0 22.2 24IPE-R 600 608 218 14.0 23.0 24

h b a ou Vw e ou Vf rIPE-O 180 182 92 6.0 9.0 9IPE-O 200 202 102 6.2 9.5 12IPE-O 220 222 112 6.6 10.2 12IPE-O 240 242 122 7.0 10.8 15IPE-O 270 274 136 7.5 12.2 15IPE-O 300 304 152 8.0 12.7 15IPE-O 330 334 162 8.5 13.5 18IPE-O 360 364 172 9.2 14.7 18IPE-O 400 404 182 9.7 15.5 21IPE-O 450 456 192 11.0 17.6 21IPE-O 500 506 202 12.0 19.0 21IPE-O 550 556 212 12.7 20.2 24IPE-O 600 610 224 15.0 24.0 24

h b a ou Vw e ou Vf rHEA-A 100 91 100 4.2 5.5 12HEA-A 120 109 120 4.2 5.5 12HEA-A 140 128 140 4.3 6.0 12HEA-A 160 148 160 4.5 7.0 15HEA-A 180 167 180 5.0 7.5 15HEA-A 200 186 200 5.5 8.0 18HEA-A 220 205 220 6.0 8.5 18HEA-A 240 224 240 6.5 9.0 21HEA-A 260 244 260 6.5 9.5 24HEA-A 280 264 280 7.0 10.0 24HEA-A 300 283 300 7.5 10.5 27HEA-A 320 301 300 8 11 27HEA-A 340 320 300 8.5 11.5 27HEA-A 360 339 300 9.0 12.0 27HEA-A 400 378 300 9.5 13.0 27HEA-A 450 425 300 10.0 13.5 27HEA-A 500 472 300 10.5 14.0 27HEA-A 550 522 300 11.5 15.0 27HEA-A 600 571 300 12.0 15.5 27HEA-A 650 620 300 12.5 16.0 27HEA-A 700 670 300 13.0 17.0 27HEA-A 800 770 300 14.0 18.0 30HEA-A 900 870 300 15.0 20.0 30

Page 16: INERTIE

Arbed

Page 16

HEA-A 1000 970 300 16.0 21.0 30

h b a ou Vw e ou Vf rUAP 80 80 45 5 8 8UAP100 100 50 5.5 8.5 8.5UAP 130 130 55 6 9.5 9.5UAP 150 150 65 7 10.25 10.25UAP 175 175 70 7.5 10.75 10.75UAP 200 200 75 8 11.5 11.5UAP 220 220 80 8 12.5 12.5UAP 250 250 85 9 13.5 13.5UAP 300 300 100 9.5 16 16

h b a ou Vw e ou Vf rUPN 80 80 45 6 8 8UPN 100 100 50 6 8.5 8.5UPN 120 120 55 7 9 9UPN 140 140 60 7 10 10UPN 160 160 65 7.5 10.5 10.5UPN 180 180 70 8 11 11UPN 200 200 75 8.5 11.5 11.5UPN 220 220 80 9 12.5 12.5UPN 240 240 85 9.5 13 13UPN 260 260 90 10 14 14UPN 280 280 95 10 15 15UPN 300 300 100 10 16 16UPN 320 320 100 14 17.5 17.5UPN 350 350 100 14 16 16UPN 380 380 102 13.5 16 16UPN 400 400 110 14 18 18

h b a ou Vw e ou Vf rUPE 80 80 50 4 7 10UPE 100 100 55 4.5 7.5 10UPE 120 120 60 5 8 12UPE 140 140 65 5 9 12UPE 160 160 70 5.5 9.5 12UPE 180 180 75 5.5 10.5 12UPE 200 200 80 6 11 13UPE 220 220 85 6.5 12 13UPE 240 240 90 7 12.5 15UPE 270 270 95 7.5 13.5 15UPE 300 300 100 9.5 15 15UPE 330 330 105 11 16 18UPE 360 360 110 12 17 18UPE400 400 115 13.5 18 18

PRS

Page 17: INERTIE

Arbed

Page 17

6 7 8 9 10 11 12 13

261 141.79674 180.63279 43193.4537 2399.63632 2682.98928 15.4636023 10141.1689127.2 15.7716783 20.09131 869.292926 108.661616 123.859651 6.57777397 68.314551

364 72.2 91.9 20980 1049 1263 15.11 10450 0 0 0 0 0 0 0

A

59.6 6.0 7.6 80 20.0 23.2 3.24 8.574.6 8.1 10.3 171 34.2 39.4 4.07 15.993.4 10.4 13.2 318 53.0 60.7 4.90 27.7

112.2 12.9 16.4 541 77.3 88.3 5.74 44.9127.2 15.8 20.1 869 108.7 123.9 6.58 68.3146 18.8 23.9 1317 146.3 166.4 7.42 100.9159 22.4 28.5 1943 194.3 220.6 8.26 142.4

177.6 26.2 33.4 2772 252.0 285.4 9.11 204.9190.4 30.7 39.1 3892 324.3 366.6 9.97 283.6219.6 36.1 45.9 5790 428.9 484.0 11.23 419.9248.6 42.2 53.8 8356 557.1 628.4 12.46 603.8271 49.1 62.6 11767 713.1 804.3 13.71 788.1

298.6 57.1 72.7 16266 903.6 1019.1 14.95 1043.5331 66.3 84.5 23128 1156.4 1307.1 16.55 1317.8

378.8 77.6 98.8 33743 1499.7 1701.8 18.48 1675.9426 90.7 115.5 48199 1927.9 2194.1 20.43 2141.7

467.6 105.5 134.4 67117 2440.6 2787.0 22.35 2667.6514 122.4 156.0 92083 3069.4 3512.4 24.30 3387.3

A56 16.7 21.2 349 72.8 83.0 4.06 133.874 19.9 25.3 606 106.3 119.5 4.89 230.992 24.7 31.4 1033 155.4 173.5 5.73 389.3

104 30.4 38.8 1673 220.1 245.1 6.57 615.6122 35.5 45.3 2510 293.6 324.9 7.45 924.6134 42.3 53.8 3692 388.6 429.5 8.28 1335.5179 52.0 66.2 7063 596.0 656.6 10.33 1954.6164 60.3 76.8 7763 675.1 744.6 10.05 2768.8177 68.2 86.8 10455 836.4 919.8 10.97 3667.6196 76.4 97.3 13673 1012.8 1112.2 11.86 4762.6208 88.3 112.5 18263 1259.6 1383.3 12.74 6309.6225 97.6 124.4 22929 1479.3 1628.1 13.58 6985.2243 104.8 133.5 27693 1678.4 1850.5 14.40 7436.0261 112.1 142.8 33090 1890.8 2088.5 15.22 7886.8298 124.8 159.0 45069 2311.3 2561.8 16.84 8563.8344 139.8 178.0 63722 2896.4 3215.9 18.92 9465.3390 155.1 197.5 86975 3550.0 3948.9 20.98 10367.1438 166.2 211.8 111932 4145.6 4621.8 22.99 10819.0486 177.8 226.5 141208 4786.7 5350.4 24.97 11271.3534 189.7 241.6 175178 5474.3 6136.3 26.93 11723.9582 204.5 260.5 215301 6240.6 7031.8 28.75 12178.8

h1 Pp Iy Wels,y Wpl,y iy Iz

h1 Pp Iy Wels,y Wpl,y iy Iz

Page 18: INERTIE

Arbed

Page 18

674 224.4 285.8 303443 7682.1 8699.5 32.58 12638.7770 251.6 320.5 422075 9484.8 10811.0 36.29 13547.5868 272.3 346.8 553846 11188.8 12824.4 39.96 14004.5

A56 20.4 26.0 450 89.9 104.2 4.16 167.374 26.7 34.0 864 144.1 165.2 5.04 317.592 33.7 43.0 1509 215.6 245.4 5.93 549.7

104 42.6 54.3 2492 311.5 354.0 6.78 889.2122 51.2 65.3 3831 425.7 481.4 7.66 1362.8134 61.3 78.1 5696 569.6 642.5 8.54 2003.4152 71.5 91.0 8091 735.5 827.0 9.43 2843.3164 83.2 106.0 11259 938.3 1053.1 10.31 3922.7177 93.0 118.4 14919 1147.6 1282.9 11.22 5134.5196 103.1 131.4 19270 1376.4 1534.4 12.11 6594.5208 117.0 149.1 25166 1677.7 1868.7 12.99 8562.8225 126.7 161.3 30824 1926.5 2149.2 13.82 9238.8243 134.2 170.9 36656 2156.3 2408.1 14.65 9689.9261 141.8 180.6 43193 2399.6 2683.0 15.46 10141.2298 155.3 197.8 57681 2884.0 3231.7 17.08 10819.0344 171.1 218.0 79888 3550.6 3982.4 19.14 11721.3390 187.3 238.6 107176 4287.0 4814.6 21.19 12623.9438 199.4 254.1 136691 4970.6 5590.6 23.20 13076.9486 211.9 270.0 171041 5701.4 6425.1 25.17 13530.2534 224.8 286.3 210616 6480.5 7319.9 27.12 13984.0582 240.5 306.4 256888 7339.7 8327.1 28.96 14440.9674 262.3 334.2 359084 8977.1 10228.7 32.78 14903.7770 291.5 371.3 494065 10979.2 12584.1 36.48 15815.9868 314.0 400.0 644748 12895.0 14855.1 40.15 16275.8

A56 41.8 53.2 1143 190.4 235.8 4.63 399.274 52.1 66.4 2018 288.2 350.6 5.51 702.892 63.2 80.6 3291 411.4 493.8 6.39 1144.3

104 76.2 97.1 5098 566.5 674.6 7.25 1758.8122 88.9 113.3 7483 748.3 883.4 8.13 2580.1134 103.1 131.3 10642 967.4 1135.1 9.00 3651.2152 117.3 149.4 14605 1217.1 1419.4 9.89 5012.0164 156.7 199.6 24290 1799.2 2116.9 11.03 8152.6177 172.4 219.6 31307 2159.1 2523.6 11.94 10448.6196 188.5 240.2 39547 2551.4 2965.6 12.83 13162.8208 176.7 225.1 40951 2559.4 2926.7 13.49 13736.3208 237.9 303.1 59201 3482.4 4077.7 13.98 19403.1225 245.0 312.0 68135 3795.8 4435.0 14.78 19709.3243 247.9 315.8 76372 4051.5 4717.6 15.55 19710.7261 250.3 318.8 84867 4297.1 4989.3 16.32 19521.8298 255.7 325.8 104119 4820.3 5570.6 17.88 19335.5344 263.3 335.4 131484 5501.4 6331.0 19.80 19339.0390 270.3 344.3 161929 6180.5 7094.3 21.69 19154.7438 278.2 354.4 197984 6922.5 7932.7 23.64 19158.4486 285.5 363.7 237448 7659.6 8772.1 25.55 18975.5534 293.4 373.7 281668 8433.2 9657.0 27.45 18979.2582 300.7 383.0 329278 9197.7 10539.0 29.32 18797.4674 317.3 404.3 442598 10874.6 12487.7 33.09 18627.4770 332.5 423.6 570434 12537.0 14441.8 36.70 18451.8868 348.7 444.2 722299 14331.3 16567.9 40.32 18459.3

h1 Pp Iy Wels,y Wpl,y iy Iz

h1 Pp Iy Wels,y Wpl,y iy Iz

Page 19: INERTIE

Arbed

Page 19

A0 7.0 8.9 141 28.3 33.1 3.98 8.10 14.1 17.9 216 43.3 55.6 3.47 16.00 8.5 10.8 237 39.5 46.6 4.69 9.70 13.2 16.8 309 51.5 64.6 4.29 14.10 9.9 12.7 383 54.7 64.3 5.50 13.10 15.4 19.7 497 71.0 88.8 5.03 18.50 12.2 15.5 606 75.7 89.3 6.24 18.30 18.5 23.5 776 97.0 121.3 5.74 25.20 37.3 47.5 4478 358.2 423.4 9.71 210.20 47.1 60.0 5129 410.3 501.6 9.25 247.5

A2.3 6.0 7.6 78 19.5 22.8 3.20 6.32.7 8.3 10.6 171 34.2 39.8 4.02 12.23.1 11.2 14.2 328 54.7 63.6 4.81 21.53.4 14.4 18.3 573 81.9 95.4 5.60 35.23.8 17.9 22.8 935 116.9 136.0 6.40 54.74.1 21.9 27.9 1485 161.0 186.8 4.02 81.34.5 26.3 33.5 2140 214.0 250.0 7.99 117.04.9 31.1 39.6 3060 278.2 324.0 8.79 162.05.2 36.2 46.1 4250 354.2 412.0 9.60 221.05.6 41.9 53.4 5740 441.5 514.0 10.37 288.06.1 48.0 61.1 7590 542.1 632.0 11.15 364.06.5 54.2 69.1 9800 653.3 762.0 11.91 451.06.9 61.0 77.7 12510 781.9 914.0 12.69 555.07.3 68.1 86.7 15700 923.5 1080.0 13.46 674.07.8 76.1 97.0 19610 1089.4 1276.0 14.22 818.08.2 84.0 107.0 24010 1263.7 1482.0 14.98 975.08.6 92.6 118.0 29210 1460.5 1714.0 15.73 1160.09.2 106.0 135.0 37963 1786.5 2093.9 16.77 1674.19.7 115.4 147.0 45850 2037.8 2400.0 17.66 1730.0

10.3 130.4 166.1 57998 2442.0 2867.9 18.69 2428.110.8 140.5 179.0 68740 2749.6 3240.0 19.60 2480.011.9 166.4 212.0 99180 3606.5 4240.0 21.63 3490.013 203.3 258.9 142694 4756.5 5605.9 23.48 5422.1

A59.6 5.0 6.4 64 16.5 19.0 3.18 6.974.6 6.9 8.8 141 28.8 33.0 4.01 13.193.4 8.7 11.0 257 43.8 49.9 4.83 22.4

112.2 10.5 13.4 435 63.3 71.6 5.70 36.4127.2 12.7 16.2 689 87.8 99.1 6.53 54.4146 15.4 19.6 1063 120.1 135.3 7.37 81.9159 18.4 23.5 1591 161.6 181.7 8.23 117.2

177.6 22.2 28.3 2317 213.5 240.2 9.05 171.4190.4 26.2 33.3 3290 277.7 311.6 9.94 240.1219.6 30.7 39.1 4917 368.3 412.5 11.21 358.0248.6 36.5 46.5 7173 483.1 541.8 12.42 519.0271 43.0 54.7 10231 625.7 701.9 13.67 685.2

298.6 50.2 64.0 14515 811.8 906.8 15.06 944.3331 57.4 73.1 20293 1022.3 1143.9 16.66 1170.6

378.8 67.2 85.5 29759 1331.5 1494.3 18.65 1502.4426 79.4 101.1 42933 1727.7 1946.0 20.61 1939.2

467.6 98.7 125.8 65964 2411.8 2699.9 22.90 3492.3514 107.6 137.0 82919 2777.9 3141.2 24.60 3116.3

h1 Pp Iy Wels,y Wpl,y iy Iz

h1 Pp Iy Wels,y Wpl,y iy Iz

h1 Pp Iy Wels,y Wpl,y iy Iz

Page 20: INERTIE

Arbed

Page 20

A112.4 14.4 18.4 611 86.1 99.1 5.77 48.8127 17.7 22.6 989 122.1 140.0 6.62 75.7146 22.1 28.1 1554 169.8 195.3 7.44 112.2159 26.6 33.9 2363 231.7 265.3 8.35 165.7

177.4 31.6 40.2 3474 308.8 351.8 9.29 248.8190.4 37.3 47.5 4823 393.7 449.5 10.08 338.7219.8 44.0 56.0 7312 529.8 601.6 11.43 515.8248.6 51.7 65.9 10498 686.2 779.9 12.62 728.0271 60.3 76.8 14688 874.3 994.9 13.83 957.6298 70.3 89.6 20288 1108.7 1262.2 15.05 1269.7331 81.5 103.8 28863 1418.3 1617.7 16.67 1606.0

378.8 95.2 121.3 42396 1851.4 2114.6 18.70 2069.5426 111.4 142.0 59933 2359.6 2709.2 20.55 2600.4

467.6 143.1 182.4 95274 3402.6 3884.8 22.86 4945.8514 144.4 183.9 110306 3628.5 4174.9 24.49 3992.8

A146 21.3 27.1 1505 165.4 189.1 7.45 117.3159 25.1 32.0 2211 218.9 249.4 8.32 168.9

177.6 29.4 37.4 3134 282.3 321.1 9.16 239.8190.4 34.3 43.7 4369 361.1 410.3 10.00 328.5219.6 42.3 53.8 6947 507.1 574.6 11.36 513.5248.6 49.3 62.8 9994 657.5 743.8 12.61 745.7271 57.0 72.6 13910 833.0 942.8 13.84 960.4

298.6 66.0 84.1 19047 1046.6 1186.1 15.05 1251.2331 75.7 96.4 26747 1324.1 1502.2 16.66 1564.2

378.8 92.4 117.7 40923 1794.9 2046.3 18.65 2085.4426 107.3 136.7 57777 2283.7 2613.0 20.56 2621.7

467.6 122.5 156.1 79157 2847.4 3263.4 22.52 3224.4514 154.5 196.8 118302 3878.8 4471.0 24.52 4520.8

A56 12.2 15.6 237 52.0 58.4 3.89 92.174 14.6 18.6 413 75.8 84.1 4.72 158.892 18.1 23.0 719 112.4 123.8 5.59 274.8

104 23.8 30.4 1283 173.4 190.4 6.50 478.7122 28.7 36.5 1967 235.6 258.2 7.34 730.0134 34.6 44.1 2944 316.6 347.1 8.17 1068.5152 40.4 51.5 4170 406.9 445.5 9.00 1510.5164 47.4 60.4 5835 521.0 570.6 9.83 2077.0177 54.1 69.0 7981 654.1 714.5 10.76 2788.0196 61.2 78.0 10558 799.8 873.1 11.63 3664.2208 69.8 88.9 13804 975.6 1065.3 12.46 4733.5225 74.2 94.6 16447 1092.8 1196.2 13.19 4959.1243 78.9 100.5 19552 1222.0 1340.9 13.95 5184.7261 83.7 106.6 23037 1359.1 1495.2 14.70 5410.5298 92.4 117.7 31252 1653.6 1824.1 16.30 5861.4344 99.7 127.1 41888 1971.2 2183.3 18.16 6087.5390 107.4 136.9 54643 2315.4 2576.2 19.98 6313.9438 120.0 152.8 72871 2792.0 3127.6 21.84 6766.5486 128.8 164.1 91872 3217.9 3623.1 23.66 6993.4534 138.0 175.8 113944 3675.6 4159.9 25.46 7220.6582 149.9 190.9 142721 4260.3 4840.1 27.34 7673.1674 171.5 218.5 208882 5425.5 6224.8 30.92 8133.7770 198.0 252.2 301145 6922.9 7998.8 34.55 9041.4

h1 Pp Iy Wels,y Wpl,y iy Iz

h1 Pp Iy Wels,y Wpl,y iy Iz

h1 Pp Iy Wels,y Wpl,y iy Iz

Page 21: INERTIE

Arbed

Page 21

868 221.5 282.2 406451 8380.4 9776.7 37.95 9500.8

A48 8.4 10.67 107 26.8 31.87 3.17 21.3366 10.5 13.38 209.5 41.9 49.59 3.96 32.8392 13.7 17.50 459.6 70.7 83.51 5.13 51.34

109 17.9 22.84 796.1 106.1 125.3 5.90 93.26132 21.2 27.06 1270 145.1 171.5 6.85 126.4154 25.1 31.98 1946 194.6 230.1 7.80 169.7170 28.5 36.27 2710 246.4 289.9 8.64 222.3196 34.4 43.80 4137 331.0 391.8 9.72 295.4236 46.0 58.56 8171 544.7 639.3 11.81 562.1

A46 8.6 11.00 106 26.5 31.8 3.10 19.464 10.6 13.50 206 41.2 49 3.91 29.382 13.3 17.00 364 60.7 72.6 4.63 43.298 16.0 20.4 605 86.4 103 5.45 62.7

115 18.8 24.00 925 115.6 138 6.21 85.3133 22.0 28.00 1350 150.0 179 6.94 114151 25.3 32.20 1910 191.0 228 7.70 148167 29.4 37.40 2690 244.5 292 8.48 197184 33.2 42.30 3600 300.0 358 9.23 248200 37.9 48.30 4820 370.8 442 9.99 317216 41.8 53.30 6280 448.6 532 10.85 399232 46.2 58.80 8030 535.3 632 11.69 495246 59.5 75.80 10870 679.4 826 11.98 597282 60.7 77.3 12840 733.7 918 12.89 570313 63.1 80.40 15760 829.5 1014 14.00 615324 71.8 91.5 20350 1017.5 1240 14.91 846

A66 7.9 10.1 107.2 26.8 31.23 3.26 25.4185 9.82 12.5 206.9 41.4 48.01 4.07 38.21

104 12.1 15.4 363.5 60.6 70.33 4.86 55.4122 14.5 18.4 599.5 85.6 98.84 5.71 78.7141 17 21.7 911.1 113.9 131.6 6.48 106.8159 19.7 25.1 1353 150.4 173 7.34 143.7178 22.8 29 1909 190.9 220.1 8.11 187.3196 26.6 33.9 2682 243.9 281.5 8.9 246.4215 30.2 38.5 3599 299.9 346.9 9.67 310.9243 35.2 44.8 5255 389.2 451.1 10.83 401270 44.4 56.6 7823 521.5 613.4 11.76 537.7298 53.2 67.8 11010 667.1 791.9 12.74 681.5326 61.2 77.9 14830 823.6 982.3 13.79 843.7364 72.2 91.9 20980 1049 1263 15.11 1045

h1 Pp Iy Wels,y Wpl,y iy Iz

h1 Pp Iy Wels,y Wpl,y iy Iz

h1 Pp Iy Wels,y Wpl,y iy Iz

Page 22: INERTIE

Arbed

Page 22

14 15 16 17 18 19 20

676.07793 1032.48984 7.49282716 293.488609 2883252 0 016.6620856 26.0999064 1.84396419 3.62140452 3958.86874 0 0

122.6 191.4 3.37 79.14 259 2.98 6.060 0 0 0 0 0 0

IV

3.7 5.8 1.05 0.70 1185.8 9.1 1.24 1.21 3518.6 13.6 1.45 1.74 890

12.3 19.2 1.65 2.46 198116.7 26.1 1.84 3.62 395922.2 34.6 2.05 4.81 743128.5 44.6 2.24 7.02 1298837.3 58.1 2.48 9.11 2267247.3 73.9 2.69 12.95 3739162.2 97.0 3.02 16.02 7057880.5 125.2 3.35 20.21 12593498.5 153.7 3.55 28.28 199097

122.8 191.1 3.79 37.49 313580146.4 229.0 3.95 51.33 490048176.4 276.4 4.12 67.18 791005214.2 335.9 4.31 89.66 1249365254.1 400.5 4.45 123.80 1884098307.9 485.6 4.66 166.12 2845527

IV26.8 41.1 2.51 5.26 258138.5 58.9 3.02 6.02 647255.6 84.8 3.52 8.16 1506476.9 117.6 3.98 12.25 31410

102.7 156.5 4.52 14.86 60211133.6 203.8 4.98 21.09 108000177.7 270.9 5.43 28.89 249268230.7 351.7 6.00 41.74 328486282.1 430.2 6.50 52.62 516352340.2 518.1 7.00 62.37 785367420.6 641.2 7.49 85.57 1199772465.7 709.7 7.49 108.43 1512359495.7 755.9 7.46 127.71 1824364525.8 802.3 7.43 149.41 2176576570.9 872.9 7.34 189.76 2942076631.0 965.5 7.29 244.61 4147629691.1 1058.5 7.24 310.27 5643053721.3 1106.9 7.15 352.64 7188912751.4 1155.7 7.05 399.03 8978203781.6 1204.8 6.97 449.66 11027133811.9 1256.7 6.84 515.48 13351908

Wels,z Wpl,z iz Iw

Wels,z Wpl,z iz Iw

Page 23: INERTIE

Arbed

Page 23

842.6 1312.3 6.65 598.88 18290286903.2 1414.5 6.50 739.16 24961500933.6 1469.7 6.35 825.02 32073875

IV33.5 51.4 2.53 9.29 337552.9 81.0 3.06 13.90 941078.5 119.8 3.58 20.13 22479

111.2 170.0 4.05 31.37 47943151.4 231.0 4.57 42.32 93746200.3 305.8 5.07 59.51 171125258.5 393.9 5.59 76.84 295418326.9 498.4 6.08 103.07 486946395.0 602.2 6.58 124.26 753651471.0 717.6 7.09 144.25 1130155570.9 870.1 7.58 185.77 1687791615.9 939.1 7.57 225.90 2068712646.0 985.7 7.53 258.13 2453634676.1 1032.5 7.49 293.49 2883252721.3 1104.0 7.40 357.00 3817152781.4 1197.7 7.33 441.92 5258448841.6 1291.6 7.27 540.10 7017696871.8 1341.1 7.17 602.16 8855763902.0 1391.1 7.08 669.18 10965375932.3 1441.4 6.99 741.40 13362740962.7 1495.0 6.87 833.45 16064064993.6 1553.1 6.68 949.12 21840229

1054.4 1658.3 6.53 1141.11 294613591085.1 1716.3 6.38 1258.36 37636488

IV75.3 116.3 2.74 68.55 9925

111.6 171.6 3.25 92.05 24786156.8 240.5 3.77 120.46 54329211.9 325.5 4.26 163.08 108054277.4 425.2 4.77 204.00 199326354.5 543.2 5.27 260.38 346258443.5 678.6 5.79 316.35 572684657.5 1005.9 6.39 630.04 1151987779.7 1192.5 6.90 721.50 1728347914.1 1396.7 7.40 809.94 2520227900.7 1374.4 7.81 600.33 2903169

1251.8 1913.2 8.00 1412.20 43860281275.7 1950.7 7.95 1505.38 50038651275.8 1952.7 7.90 1510.94 55844961267.6 1942.4 7.83 1512.23 61370211259.6 1934.1 7.70 1519.38 74103041259.9 1939.2 7.59 1533.58 92514991251.9 1932.0 7.46 1543.52 111867451252.2 1937.3 7.35 1558.33 135156301244.3 1930.4 7.22 1568.89 159075851244.5 1935.7 7.13 1583.70 186495161236.7 1928.8 7.01 1594.25 213974931229.5 1930.4 6.79 1650.96 277752871222.0 1928.9 6.60 1676.33 347462611222.5 1939.7 6.45 1706.58 43015036

Wels,z Wpl,z iz Iw

Wels,z Wpl,z iz Iw

Page 24: INERTIE

Arbed

Page 24

IV3.8 6.1 0.95 0.93 1756.3 12.1 0.94 8.94 3144.4 7.1 0.95 1.22 3095.8 10.6 0.92 4.42 4275.6 8.9 1.02 1.65 5707.1 13.0 0.97 5.37 7717.2 11.6 1.08 2.40 10449.0 16.4 1.03 7.24 1383

42.0 68.1 2.10 20.56 2937847.1 81.6 2.03 40.97 34009

IV3.0 5.0 0.91 0.80 1004.9 8.1 1.07 1.47 3087.4 12.4 1.23 2.49 789

10.7 17.9 1.39 3.97 177914.8 24.9 1.55 6.03 363319.8 33.2 1.71 8.79 687326.0 43.5 1.87 12.40 1222233.1 55.7 2.02 17.03 2065941.7 70.0 2.19 22.85 3346951.0 85.9 2.32 30.63 5125861.2 103.0 2.44 40.55 7483672.2 121.0 2.55 52.06 10618484.7 143.0 2.67 66.61 14848298.4 166.0 2.79 83.12 202910

114.4 194.0 2.90 105.52 275465130.9 221.0 3.02 128.62 365173149.7 253.0 3.14 156.70 479888205.4 329.9 3.52 199.16 670705203.5 345.0 3.43 246.82 901465272.8 439.6 3.82 303.67 1214940268.1 456.0 3.72 371.08 1593639349.0 592.0 4.06 521.66 2704000504.4 817.5 4.58 753.61 4322489

IV3.0 4.7 1.04 0.42 934.8 7.5 1.22 0.78 2847.0 11.0 1.42 1.05 705

10.0 15.5 1.65 1.37 157713.3 20.7 1.83 1.97 309518.0 28.0 2.05 2.71 593323.4 36.5 2.23 4.13 1052931.2 48.5 2.46 5.72 1870740.0 62.4 2.68 8.40 3125753.0 82.3 3.02 10.35 5950669.2 107.3 3.34 13.50 10716085.6 133.3 3.54 19.67 171501

111.1 171.9 3.84 26.62 281992130.1 202.1 4.00 34.96 432224158.1 245.7 4.19 45.87 704856193.9 301.6 4.38 63.03 1125230294.7 456.2 5.27 93.87 2458177283.3 442.1 4.77 119.23 2607364

Wels,z Wpl,z iz Iw

Wels,z Wpl,z iz Iw

Wels,z Wpl,z iz Iw

Page 25: INERTIE

Arbed

Page 25

IV13.5 21.3 1.63 3.44 218518.7 29.4 1.83 5.15 443525.2 39.7 2.00 7.81 840033.8 53.2 2.21 11.77 1541846.1 71.8 2.49 16.30 2815257.4 90.1 2.67 22.76 4559777.6 121.0 3.03 28.95 8875699.0 154.5 3.32 37.22 154924

121.2 189.9 3.53 50.99 246314151.2 236.5 3.76 69.07 387233180.4 283.6 3.93 92.82 607613220.2 346.0 4.13 122.86 994249262.7 414.8 4.28 163.86 1540473417.4 654.9 5.21 263.84 3561462366.3 580.2 4.66 271.65 3397800

IV25.5 39.9 2.08 6.78 874033.1 51.9 2.30 9.49 1556642.8 66.9 2.53 12.32 2678553.9 84.4 2.74 17.27 4367875.5 117.7 3.09 25.01 8764098.1 152.6 3.45 31.18 157690

118.6 185.0 3.64 42.35 245654145.5 226.9 3.86 55.99 380267171.9 269.1 4.03 73.44 587647217.2 341.0 4.21 109.51 997576259.6 408.5 4.38 144.05 1547585304.2 480.5 4.55 188.33 2302253403.6 640.1 4.79 319.40 3859573

IV18.4 28.4 2.43 2.53 167526.5 40.6 2.93 2.80 424239.3 59.9 3.45 3.56 1021059.8 91.4 3.97 6.36 2375181.1 123.6 4.47 8.37 46365

106.8 163.2 4.92 12.76 84491137.3 209.3 5.42 16.01 145613173.1 264.4 5.87 23.11 239630214.5 327.7 6.36 30.49 382576261.7 399.4 6.85 36.42 590106315.6 482.3 7.30 49.63 877152330.6 505.7 7.24 56.19 1040738345.6 529.3 7.18 63.43 1231291360.7 553.0 7.12 71.39 1443542390.8 599.7 7.06 85.14 1948416405.8 624.4 6.92 96.11 2571734420.9 649.3 6.79 108.28 3303783451.1 698.6 6.65 134.36 4337702466.2 724.5 6.53 150.54 5380868481.4 750.7 6.41 168.34 6566688511.5 799.7 6.34 196.04 8155072542.2 856.6 6.10 258.06 11451456602.8 957.7 5.99 336.39 16256250

Wels,z Wpl,z iz Iw

Wels,z Wpl,z iz Iw

Wels,z Wpl,z iz Iw

Page 26: INERTIE

Arbed

Page 26

633.4 1015.7 5.80 405.18 21276699

IV Ys Ym7.38 13.64 1.41 1.9 180 1.61 3.17

9.95 18.47 1.57 2.65 450 1.7 3.3813.76 25.55 1.71 4.15 1220 1.77 3.5620.96 38.78 2.02 6.51 2990 2.05 4.125.90 47.47 2.16 8.43 5620 2.12 4.3232.14 58.29 2.30 11.24 9980 2.22 4.5339.70 72.56 2.48 14.4 15820 2.4 4.9448.83 87.64 2.60 20.38 27430 2.45 5.0479.84 145.8 3.10 36.3 75040 2.96 6.17

IV Ys Ym6.36 12.1 1.33 2.16 157 1.45 2.678.49 16.2 1.47 2.81 410 1.55 2.93

11.08 21.2 1.59 4.15 900 1.6 3.0314.75 28.3 1.75 5.68 1800 1.75 3.3718.30 35.2 1.89 7.39 3260 1.84 3.5622.44 42.9 2.02 9.55 5570 1.92 3.7526.96 51.8 2.14 11.9 9070 2.01 3.9433.62 64.1 2.30 16 14600 2.14 4.239.55 75.7 2.42 19.7 22100 2.23 4.3947.74 91.6 2.56 25.5 33300 2.36 4.6657.25 109 2.74 31 48500 2.53 5.0267.81 130 2.90 37.4 69100 2.7 5.4180.68 152 2.81 66.7 96100 2.6 4.8275.00 143 2.72 61.2 114000 2.4 4.4578.64 148 2.77 59.1 146000 2.38 4.58

101.32 190 3.04 81.6 221000 2.65 5.11

IV Ys Ym7.98 14.28 1.59 1.47 0.22 1.82 3.71

10.63 19.34 1.75 2.01 0.53 1.91 3.9313.79 25.28 1.9 2.9 1.12 1.98 4.1218.19 33.22 2.07 4.05 2.2 2.17 4.5422.58 41.49 2.22 5.2 3.96 2.27 4.7628.56 52.3 2.39 6.99 6.81 2.47 5.1934.43 63.28 2.54 8.89 11 2.56 5.4142.51 78.25 2.7 12.05 17.61 2.7 5.750.08 92.18 2.84 15.14 26.42 2.79 5.9160.69 111.6 2.99 19.91 43.55 2.89 6.1475.58 136.6 3.08 31.52 72.66 2.89 6.0389.66 156.2 3.17 45.18 111.3 2.9 6105.1 177.8 3.29 58.49 166.4 2.97 6.12122.6 191.4 3.37 79.14 259 2.98 6.06

Wels,z Wpl,z iz Iw

Wels,z Wpl,z iz Iw

Wels,z Wpl,z iz Iw