y

PROFILATI TIPO

IPE

( UNI 5398-64)

Jx e Jy ix e iy Wel-x e Wel-y Wpl-x e Wpl-y

- Momenti d'inerzia della sezione - raggi d'inerzia - Moduli di resistenza elastici della sezione

h

s

x

r- Moduli di resistenza plastici della sezione

t

bValori Statici relativi all'asse y Jy ( cm ) 15.92 27.67 44.92 68.31 100.85 142.37 204.89 283.63 419.87 603.78 788.14 1043.45 1317.82 1675.86 2141.68 2667.58 3387.344

Dimensioni Designazione del profilo IPE 100 IPE 120 IPE 140 IPE 160 IPE 180 IPE 200 IPE 220 IPE 240 IPE 270 IPE 300 IPE 330 IPE 360 IPE 400 IPE 450 IPE 500 IPE 550 IPE 600 Massa ( Kg/m ) 8.10 10.37 12.89 15.77 18.80 22.36 26.20 30.71 36.07 42.24 49.15 57.09 66.30 77.57 90.68 105.52 122.45 h ( mm ) 100 120 140 160 180 200 220 240 270 300 330 360 400 450 500 550 600 b ( mm ) 55 64 73 82 91 100 110 120 135 150 160 170 180 190 200 210 220 t ( mm ) 5.7 6.3 6.9 7.4 8 8.5 9.2 9.8 10.2 10.7 11.5 12.7 13.5 14.6 16 17.2 19 s ( mm ) 4.1 4.4 4.7 5 5.3 5.6 5.9 6.2 6.6 7.1 7.5 8 8.6 9.4 10.2 11.1 12 r ( mm ) 7 7 7 9 9 12 12 15 15 15 18 18 21 21 21 24 24 Area ( cm ) 10.32 13.21 16.43 20.09 23.95 28.48 33.37 39.12 45.95 53.81 62.61 72.73 84.46 98.82 115.52 134.42 155.982

Valori Statici relativi all'asse x Jx ( cm ) 171.01 317.75 541.22 869.29 1316.96 1943.17 2771.84 3891.62 5789.78 8356.10 11766.89 16265.62 23128.35 33742.91 48198.50 67116.46 92083.404

ix ( cm ) 4.07 4.90 5.74 6.58 7.42 8.26 9.11 9.97 11.23 12.46 13.71 14.95 16.55 18.48 20.43 22.35 24.30

Wel-x ( cm ) 34.20 52.96 77.32 108.66 146.33 194.32 251.99 324.30 428.87 557.07 713.15 903.65 1156.42 1499.69 1927.94 2440.60 3069.453

Wpl-x ( cm ) 39.41 60.73 88.34 123.86 166.41 220.64 285.41 366.65 484.00 628.36 804.33 1019.15 1307.15 1701.79 2194.12 2787.01 3512.403

iy ( cm ) 1.24 1.45 1.65 1.84 2.05 2.24 2.48 2.69 3.02 3.35 3.55 3.79 3.95 4.12 4.31 4.45 4.66

Wel-y ( cm ) 5.79 8.65 12.31 16.66 22.16 28.47 37.25 47.27 62.20 80.50 98.52 122.76 146.42 176.41 214.17 254.06 307.943

Wpl-y ( cm3 ) 9.15 13.58 19.25 26.10 34.60 44.61 58.11 73.92 96.95 125.22 153.68 191.10 229.00 276.38 335.88 400.54 485.65

PROFILATI TIPO

HE

( UNI 5397-64)

t

Jx e Jy ix e iy Wel-x e Wel-y Wpl-x e Wpl-y

- Momenti d'inerzia della sezione - raggi d'inerzia - Moduli di resistenza elastici della sezione - Moduli di resistenza plastici della sezione

h

sx

r

b

Dimensioni Designazione del profilo A HE 100 B M A HE 120 B M A HE 140 B M A HE 160 B M A HE 180 B M A HE 200 B M Massa ( Kg/m ) 16.67 20.44 41.79 19.89 26.69 52.13 24.66 33.72 63.24 30.44 42.59 76.19 35.52 51.22 88.90 42.26 61.29 103.06 h ( mm ) 96 100 120 114 120 140 133 140 160 152 160 180 171 180 200 190 200 220 b ( mm ) 100 100 106 120 120 126 140 140 146 160 160 166 180 180 186 200 200 206 t ( mm ) 8 10 20 8 11 21 8.5 12 22 9 13 23 9.5 14 24 10 15 25 s ( mm ) 5 6 12 5 6.5 12.5 5.5 7 13 6 8 14 6 8.5 14.5 6.5 9 15 r ( mm ) 12 12 12 12 12 12 12 12 12 15 15 15 15 15 15 18 18 18 Area ( cm ) 21.24 26.04 53.24 25.34 34.01 66.41 31.42 42.96 80.56 38.77 54.25 97.05 45.25 65.25 113.25 53.83 78.08 131.282

Valori Statici relativi all'asse x Jx ( cm ) 349.22 449.54 1142.61 606.15 864.37 2017.57 1033.13 1509.23 3291.36 1672.97 2492.00 5098.26 2510.28 3831.13 7483.13 3692.15 5696.17 10641.904

Valori Statici relativi all'asse y Jy ( cm ) 133.81 167.27 399.15 230.90 317.52 702.77 389.32 549.67 1144.34 615.57 889.23 1758.77 924.60 1362.85 2580.13 1335.51 2003.37 3651.214 3

ix ( cm ) 4.06 4.16 4.63 4.89 5.04 5.51 5.73 5.93 6.39 6.57 6.78 7.25 7.45 7.66 8.13 8.28 8.54 9.00

Wel-x ( cm ) 72.76 89.91 190.44 106.34 144.06 288.22 155.36 215.60 411.42 220.13 311.50 566.47 293.60 425.68 748.31 388.65 569.62 967.453

Wpl-x ( cm ) 83.01 104.21 235.81 119.49 165.21 350.61 173.50 245.43 493.83 245.15 353.97 674.57 324.85 481.45 883.45 429.48 642.55 1135.15

iy ( cm ) 2.51 2.53 2.74 3.02 3.06 3.25 3.52 3.58 3.77 3.98 4.05 4.26 4.52 4.57 4.77 4.98 5.07 5.27

Wel-y ( cm ) 26.76 33.45 75.31 38.48 52.92 111.55 55.62 78.52 156.76 76.95 111.15 211.90 102.73 151.43 277.43 133.55 200.34 354.493

Wpl-y ( cm3 ) 41.14 51.42 116.31 58.85 80.97 171.63 84.85 119.78 240.51 117.63 169.96 325.46 156.49 231.01 425.19 203.82 305.81 543.22

PROFILATI TIPO

HE

( UNI 5397-64)t

Jx e Jy ix e iy Wel-x e Wel-y Wpl-x e Wpl-y

- Momenti d'inerzia della sezione - raggi d'inerzia - Moduli di resistenza elastici della sezione - Moduli di resistenza plastici della sezioneb h sx

r

Dimensioni Designazione del profilo A HE 220 B M A Massa ( Kg/m ) 50.51 71.47 117.31 60.32 h ( mm ) 210 220 240 230 b ( mm ) 220 220 226 240 t ( mm ) 11 16 26 12 s ( mm ) 7 9.5 15.5 7.5 r ( mm ) 18 18 18 21 Area ( cm2 ) 64.34 91.04 149.44 76.84 Jx

Valori Statici relativi all'asse x ( cm4 ) 5409.69 8090.96 14604.83 7763.17 ix ( cm ) 9.17 9.43 9.89 10.05 Wel-x ( cm3 ) 515.21 735.54 1217.07 675.06 Wpl-x ( cm3 ) 568.46 827.05 1419.45 744.62

Valori Statici relativi all'asse y Jy ( cm4 ) 1954.56 2843.26 5012.05 2768.81 iy ( cm ) 5.51 5.59 5.79 6.00 Wel-y ( cm3 ) 177.69 258.48 443.54 230.73 Wpl-y ( cm3 ) 270.59 393.88 678.55 351.69

HE 240

B M A

83.20 156.67 68.15 92.98 172.42 76.35 103.12 188.53 88.33 117.03 237.92 97.63 126.65 244.96

240 270 250 260 290 270 280 310 290 300 340 310 320 359

240 248 260 260 268 280 280 288 300 300 310 300 300 309

17 32 12.5 17.5 32.5 13 18 33 14 19 39 15.5 20.5 40

10 18 7.5 10 18 8 10.5 18.5 8.5 11 21 9 11.5 21

21 21 24 24 24 24 24 24 27 27 27 27 27 27

105.99 199.59 86.82 118.44 219.64 97.26 131.36 240.16 112.53 149.08 303.08 124.37 161.34 312.05

11259.29 24289.49 10454.94 14919.41 31306.84 13673.28 19270.25 39547.32 18263.47 25165.65 59200.98 22928.56 30823.51 68134.82

10.31 11.03 10.97 11.22 11.94 11.86 12.11 12.83 12.74 12.99 13.98 13.58 13.82 14.78

938.27 1799.22 836.39 1147.65 2159.09 1012.84 1376.45 2551.44 1259.55 1677.71 3482.41 1479.26 1926.47 3795.81

1053.15 2116.95 919.77 1282.91 2523.61 1112.22 1534.43 2965.63 1383.27 1868.67 4077.67 1628.09 2149.24 4435.03

3922.66 8152.62 3667.56 5134.51 10448.58 4762.64 6594.52 13162.76 6309.55 8562.82 19403.07 6985.23 9238.82 19709.31

6.08 6.39 6.50 6.58 6.90 7.00 7.09 7.40 7.49 7.58 8.00 7.49 7.57 7.95

326.89 657.47 282.12 394.96 779.74 340.19 471.04 914.08 420.64 570.85 1251.81 465.68 615.92 1275.68

498.42 1005.93 430.17 602.25 1192.47 518.13 717.57 1396.68 641.17 870.14 1913.18 709.74 939.10 1950.72

HE 260

B M A

HE 280

B M A

HE 300

B M A

HE 320

B M

PROFILATI TIPO

HE

( UNI 5397-64)t

Jx e Jy ix e iy Wel-x e Wel-y Wpl-x e Wpl-y

- Momenti d'inerzia della sezione - raggi d'inerzia - Moduli di resistenza elastici della sezione - Moduli di resistenza plastici della sezioneb h sx

r

Dimensioni Designazione del profilo A HE 340 B M A HE 360 B M A HE 400 B M A HE 450 B M A HE 500 B M A HE 550 B M Massa ( Kg/m ) 104.03 134.15 247.92 112.06 141.80 250.26 124.80 155.26 255.74 139.75 171.11 263.32 155.07 187.33 270.27 166.23 199.44 278.19 h ( mm ) 320 340 377 350 360 395 390 400 432 440 450 478 490 500 524 540 550 572 b ( mm ) 300 300 309 300 300 308 300 300 307 300 300 307 300 300 306 300 300 306 t ( mm ) 16.5 21.5 40 17.5 22.5 40 19 24 40 21 26 40 23 28 40 24 29 40 s ( mm ) 9.5 12 21 10 12.5 21 11 13.5 21 11.5 14 21 12 14.5 21 12.5 15 21 r ( mm ) 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 Area ( cm2 ) 132.52 170.90 315.83 142.76 180.63 318.81 158.98 197.78 325.78 178.03 217.98 335.44 197.54 238.64 344.30 211.76 254.06 354.38 Jx

Valori Statici relativi all'asse x ( cm4 ) 25875.89 36656.36 76371.64 33089.75 43193.42 84866.99 45069.35 57680.48 104119.05 63721.58 79887.52 131484.29 86974.72 107175.73 161928.88 111932.16 136690.81 197983.89 ix ( cm ) 13.97 14.65 15.55 15.22 15.46 16.32 16.84 17.08 17.88 18.92 19.14 19.80 20.98 21.19 21.69 22.99 23.20 23.64 Wel-x ( cm3 ) 1617.24 2156.26 4051.55 1890.84 2399.63 4297.06 2311.25 2884.02 4820.33 2896.44 3550.56 5501.43 3549.99 4287.03 6180.49 4145.64 4970.57 6922.51 Wpl-x ( cm3 ) 1783.98 2408.11 4717.57 2088.47 2682.99 4989.32 2561.80 3231.74 5570.62 3215.87 3982.37 6331.02 3948.86 4814.57 7094.27 4621.82 5590.61 7932.68

Valori Statici relativi all'asse y Jy ( cm4 ) 7435.92 9689.93 19710.70 7886.84 10141.16 19521.75 8563.82 10819.03 19335.49 9465.32 11721.32 19339.04 10367.05 12623.91 19154.71 10819.04 13076.89 19158.41 iy ( cm ) 7.49 7.53 7.90 7.43 7.49 7.83 7.34 7.40 7.70 7.29 7.33 7.59 7.24 7.27 7.46 7.15 7.17 7.35 Wel-y ( cm3 ) 495.73 646.00 1275.77 525.79 676.08 1267.65 570.92 721.27 1259.64 631.02 781.42 1259.87 691.14 841.59 1251.94 721.27 871.79 1252.18 Wpl-y ( cm3 ) 755.72 985.72 1952.71 802.28 1032.49 1942.35 872.86 1104.04 1934.13 965.53 1197.66 1939.20 1058.51 1291.65 1932.02 1106.90 1341.14 1937.31