Beams Calculation

Properties of Section

Profiles UPN

القياسية الجداول من الجدول هنا عمل تم

Sections Weight Surface Area Dimensions / mm

UPN kg/m h d t=r k a w

80 8.64 0.312 36.1 80 45 6 8 4 46 17 6.2 39 25 M12

100 10.6 0.372 35.1 100 50 6 8.5 4.5 64 18 6.5 44 30 M12

120 13.4 0.434 32.4 120 55 7 9 4.5 82 19 6.8 48 30 M16

140 16 0.489 30.6 140 60 7 10 5 98 21 7.6 53 35 M16

160 18.8 0.546 29 160 65 7.5 10.5 5.5 114 23 7.9 57 35 M20

180 22 0.611 27.8 180 70 8 11 5.5 132 24 8.2 62 40 M20

200 25.3 0.661 26.1 200 75 8.5 11.5 6 150 25 8.5 66 40 M20

220 29.4 0.718 24.4 220 80 9 12.5 6.5 166 27 9.3 71 45 M20

240 33.2 0.775 23.3 240 85 9.5 13 6.5 184 28 9.6 75 45 M24

260 37.9 0.834 22 260 90 10 14 7.5 200 30 10.4 80 50 M24

280 41.8 0.89 21.3 280 95 10 15 7.5 216 32 11.2 85 50 M24

300 46.2 0.95 20.6 300 100 10 16 8 232 34 12 90 55 M27

m2/m m2/t c1 r1 h1 t1 f max.

t

2c

h

k

h1

ad

ww1 w1


Profiles HEB



HEB kg/m h 2C d t r k a W W1

100 20.4 0.567 27.6 100 100 6 10 12 56 22 47 56 M 12

120 26.7 0.686 25.7 120 120 6.5 11 12 74 23 56 66 M 16

140 33.7 0.805 23.9 140 140 7 12 12 92 24 66 75 M 20

160 42.6 0.918 21.5 160 160 8 13 15 104 28 76 88 M 20

180 51.2 1.04 20.3 180 180 8.5 14 15 122 29 85 100 M 24

200 61.3 1.15 18.8 200 200 9 15 18 134 33 95 110 M 24

220 71.5 1.27 17.8 220 220 9.5 16 18 152 34 105 120 M 24

240 83.2 1.38 16.6 240 240 10 17 21 164 38 115 96 35 M 24

260 93 1.5 16.1 260 260 10 17.5 24 178 42 125 108 40 M 24

280 103 1.62 15.7 280 280 10.5 18 24 196 42 134 110 45 M 24

300 117 1.73 14.8 300 300 11 19 27 208 46 144 120 45 M 27

320 127 1.77 13.9 320 300 11.5 20.5 27 224 48 144 120 45 M 27

340 134 1.81 13.5 340 300 12 21.5 27 242 49 143 120 45 M 27

360 142 1.85 13 350 300 12.5 22.5 27 260 50 143 120 45 M 27

400 155 1.93 12.4 400 300 13.5 24 27 298 51 142 120 45 M 27

450 171 2.03 11.9 450 300 14 26 27 344 53 142 120 45 M 27

500 187 2.12 11.3 500 300 14.5 28 27 390 55 142 120 45 M 27

550 199 2.22 11.2 550 300 15 29 27 438 56 142 120 45 M 27

m2/m m2/t h1 f max.

t

2c

h

k

h1

ad

ww1 w1

600 212 2.32 11 600 300 15.5 30 27 486 57 142 120 45 M 27


Profiles IPE


IPE kg/m h 2C d t r k a W

80 6 0.328 54.8 80 46

100 8.1 0.4 49.5 100 55

120 10.4 0.476 45.8 120 84

140 12.9 0.561 42.6 140

160 15.3 0.623 39.4 160

180 18.8 0.698 37.1 180

200 22.4 0.768 34.3 200

220 26.2 0.849 32.4 220

240 30.7 0.922 30 240

270 38.1 1.04 28.8 270

300 42.2 1.16 27.5 300

330 49.1 1.25 25.5 330

360 67.1 1.35 23.6 360

400 68.3 1.47 22.2 400

450 77.8 1.81 20.7 450

500 90.7 1.74 19.2 500

550 108 1.88 17.7 550

600 122 2.02 16.6 600

m2/m m2/t h1 f max.

t

2c

h

k

h1

ad

ww1 w1

Properties of Section Petrojet

Profiles HEA



HEA kg/m h 2C d t r k a W W1

100 16.7 0.561 33.6 96 100 5 8 12 56 20 47 56 M 12

120 19.9 0.677 33 114 120 5 8 12 74 20 57 66 M 16

140 24.7 0.794 32.1 133 140 5.5 8.5 12 91 21 67 76 M 20

160 30.4 0.906 29.8 152 160 6 9 15 104 24 77 88 M 20

180 35.5 1.02 28.7 171 180 6 9.5 15 121 25 87 100 M 24

200 42.3 1.14 26.9 190 200 6.5 10 18 134 28 96 110 M 24

220 50.5 1.25 24.9 210 220 7 11 18 152 29 106 120 M 24

240 60.3 1.37 22.7 230 240 7.5 12 24 164 33 116 94 35 M 24

260 68.2 1.48 21.7 250 260 7.5 12.5 24 176 37 126 100 40 M 24

280 76.4 1.6 21 270 280 8 13 24 196 37 136 110 45 M 24

300 88.3 1.72 19.5 290 300 8.5 14 27 208 41 145 120 45 M 27

320 97.9 1.76 18 310 300 9 15.5 27 224 43 145 120 45 M 27

340 105 1.79 17.1 330 300 9.5 16.5 27 242 44 145 120 45 M 27

360 112 1.83 16.4 350 300 10 17.5 27 260 45 145 120 45 M 27

400 125 1.91 15.3 390 300 11 19 27 298 48 144 120 45 M 27

450 140 2.01 14.4 440 300 11.5 21 27 344 48 144 120 45 M 27

500 155 2.11 13.6 490 300 12 23 27 390 50 144 120 45 M 27

550 166 2.21 13.3 540 300 12.5 24 27 438 51 143 120 45 M 27

m2/m m2/t h1 f max.

k

h h1

2c

t

a

w1

d

w1 w

600 178 2.31 13 590 300 13 25 27 485 52 143 120 45 M 27

Documents

Beams Calculation