-universal beam and columns - metric units

2
fu# UNIVERSAL BEAM AND COLUMNS Metric Units Section size Unit weight M Section depth D Flange width B Tickness t T Corner radius I Section area A Moment of inertia lx ly Radius of gyration ix iv Modulus of section Zx Zy mm kVm mm mm mm mm mm cm- cmo cm{ cm cm cmJ cmJ 100 x 50 9.30 r00 50 5 7 8 l 1.85 187 I 4.8 3.98 t.t2 3t.5 5.9 r 100 x 100 17.2 r00 i00 t) 8 l0 21.90 333 134 4 .l 8 2.47 76.s 26.7 125 x 60 | ).t r25 60 6 R q t 6.84 413 29.2 4.95 1.32 66. I 9.73 t25 x L25 23.8 125 t25 6.s u 10 30.3 r 841 293 5.29 3.1r r36 47.0 150x 75 r4.0 150 15 5 7 d 17.85 666 495 6.ll 1.66 88.8 13.2 150x 100 2t.l 148 100 o q ll 26.84 r.020 l5l 6.17 2.37 138 30. r 150x 150 J 1..) r50 r50 1 l0 il 40.14 1,640 563 6.39 3.15 219 7 5.1 L 7 5x 90 t8. r t75 90 ) d q 23.04 1,2r0 97.5 1.26 2.06 139 2t.1 17s x L25 23.3 r69 125 5.5 8 t7 29.65 1.530 261 7. 18 2.9'7 t8l 4l .8 I75 175 40.2 175 175 1.5 II t2 51.21 2,8 80 984 7.50 4.3 8 330 1t2 200 x 100 18.2 LI.J r98 200 99 100 A < 7 8 t1 t1 23.18 21.16 r,580 r,840 114 tJ+ 8.26 8.24 2.21 2.22 160 184 23.0 26.8 200 x 150 30.6 194 150 o a 13 39.01 ) 6Qn 507 8.30 3.6 I 27'7 6'7.6 200x 200 49.9 56.2 65.7 200 200 208 200 204 202 8 12 10 12 l2 l6 l3 13 1 a IJ 63 53 71 .53 83.69 4,720 4,980 6,530 1,600 1,700 2,204 8.62 8.35 8.83 5.02 4.88 5.13 +t1, 498 628 160 t67 218 250 x L25 25.1 29.6 248 250 l1A t)< 5 o 9 t2 tz 32.68 3'7.66 3.540 4,050 255 294 10.4 10.4 2.19 2.79 285 324 4t.l 47.0 250 x 175 44.1 2.44 115 1 II to <A ),4 6.120 984 10.4 4.18 502 113 250 x 250 64.1 66.5 11 /1 82.8 244 248 250 250 252 249 250 255 11 9 T4 il 13 1tl 1? l- l6 16 16 i6 82.06 84.1 92.1 8 t04.1 8.780 9,930 10,800 r 1,500 2.940 3.3 50 3,650 3.880 r0.3 10.8 I 0.8 10.5 5.98 6.29 o.'v 6.09 720 801 867 9r9 233 269 292 304 300 x 150 32.0 36.7 298 300 149 150 5.5 6.5 8 9 13 t3 40.80 46.78 6,320 7.2t0 442 508 la /1 11 ,1 )',y 3.29 424 481 59.3 6't i 300 x 200 56.8 65.4 294 298 200 201 8 T2 I4 l8 18 '72.38 83.36 r 1.300 r 3,300 1,600 l,900 I i.) 12.6 4.71 4.77 111 893 160 i89 300 x 300 84.5 87.0 94.0 106 r06 10A 298 300 300 304 302 299 300 305 301 l2 9 10 i5 it 2 4 5 5 '/ 8 6 8 R t07.1 110.8 I 19.8 I 34,8 1-?4.8 16,900 18.800 20.400 21.500 23.400 5.5 20 6,7 50 6.750 7.1 00 7,i30 2.5 3.1 3.1 2.6 3.2 1.16 7.5 r 7.51 7.26 L5l r50 270 360 440 540 365 450 450 466 5t-r 350 r 175 4 l .4 49.6 346 350 174 J5 6 9 l1 l4 l4 52.68 63.14 l 1.100 r3.600 798 984 t 4.5 t4.7 3.8 8 3.95 A,t I UTI 91.0 112 350 x 250 69.2 i9.1 336 _140 249 2s0 a 9 I' I+ 2A 20 88.r5 110i.5 r 8.500 21..700 3.090 3.650 ' t \ TA.J 14.6 5.92 6.00 r .100 r.280 248 292

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Page 1: -Universal Beam and Columns - Metric Units

fu#UNIVERSAL BEAM AND COLUMNSMetric Units

Sections ize

Uni tweight

M

Sectiondepth

D

Flangewidth

B

Tickness

t T

Cornerradius

I

Sectionarea

A

Momentof inert ia

l x l y

Radiusof gyrationix iv

Modulusof sectionZx Zy

mm kVm mm mm mm mm mm cm- cmo cm{ cm cm cmJ cmJ

100 x 50 9 . 3 0 r00 5 0 5 7 8 l 1 . 8 5 1 8 7 I 4 . 8 3 . 9 8 t . t 2 3 t .5 5 . 9 r

100 x 100 17.2 r00 i 0 0 t) 8 l 0 21.90 333 134 4 . l 8 2.47 76.s 26 .7

125 x 60 | ) . t r25 60 6 R q t 6 .84 413 29.2 4 .95 1 . 3 2 66. I 9 .73

t25 x L25 23 .8 125 t25 6.s u 1 0 30.3 r 841 293 5 .29 3 . 1 r r 3 6 47 .0

150 x 75 r 4 . 0 1 5 0 15 5 7 d 1 7 . 8 5 666 4 9 5 6 . l l 1 . 6 6 8 8 . 8 13.2

150 x 100 2 t . l 1 4 8 100 o q l l 26.84 r.020 l 5 l 6 . 1 7 2 .37 1 3 8 30. r

150 x 150 J 1 . . ) r 5 0 r 5 0 1 l 0 il 40.14 1 ,640 563 6 .39 3 .15 219 7 5.1

L75x 90 t 8 . r t 75 90 ) d q 23.04 1 , 2 r 0 97.5 1 .26 2.06 1 3 9 2 t . 1

17sx L25 2 3 . 3 r 6 9 125 5 . 5 8 t 7 29.65 1 . 5 3 0 261 7 . 1 8 2.9'7 t 8 l 4 l . 8

I75 175 40.2 175 175 1 .5 I I t2 51 .21 2,8 80 984 7 . 5 0 4 .3 8 3 3 0 1 t2

200x 100 1 8 . 2L I . J

r 9 8200

991 0 0

A < 78

t1t1

2 3 . 1 82 1 . 1 6

r , 5 8 0r ,840

1 1 4t J +

8.268.24

2 . 2 12.22

1 6 01 8 4

2 3 . 026.8

200 x 150 3 0 . 6 194 1 5 0 o a 1 3 3 9 . 0 1 ) 6Qn 507 8.30 3 . 6 I 27'7 6'7.6

200 x 200 49.956.265.7

200200208

200204202

81 21 0

12l 2l 6

l 3131 aI J

63 537 1 . 5 383 .69

4,7204,9806,530

1,6001,7002,204

8 .628 . 3 58 . 8 3

5.024.885 . 1 3

+ t 1 ,

498628

1 6 0t 6 7218

250 x L25 25.129.6

248250

l 1 A

t ) <

5o 9

t2t z

32 .683'7.66

3.5404,050

255294

1 0 . 41 0 . 4

2.192.79

285324

4 t . l

47 .0

250 x 175 44.1 2.44 115 1 I I t o < A ) , 4 6.120 984 1 0 . 4 4 . 1 8 502 1 1 3

250 x 250 64.166 .511 /1

82 .8

244248250250

252249250255

11

9T4

il1 31 t l1 ?

l -

l 61 61 6i 6

82.0684.1

92 .1 8t04.1

8 .7809,93010,800r 1 ,500

2.9403 .3 503,6503 .880

r 0.31 0 . 8I 0 .81 0 . 5

5 . 9 86.29o . ' v

6.09

7208 0 18679r9

233269292304

300 x 150 32 .036.7

298300

1491 5 0

5 . 56 .5

89

13t 3

40.8046.78

6,3207.2t0

442508

l a / 1

1 1 , 1

) ' , y

3 .294244 8 1

59 .36't i

300 x 200 5 6 . 865 .4

294298

200201

8 T2I 4

l 81 8

'72.38

8 3 . 3 6r 1 . 3 0 0r 3 ,300

1 ,600l ,900

I i . )

12.64 . 7 14.77

1 1 1893

1 6 0i 8 9

300 x 300 84 .58 7 . 094.01 0 6

r 0 6

1 0 A

298300300

304

302299300305

3 0 1

l 291 0i 5

i t

2455'/

8

6

8R

t 07 .11 1 0 . 8I 1 9 . 8I 3 4 , 8

1 -?4 .8

16 ,9001 8 . 8 0 020.4002 1 . 5 0 0

23.400

5.5 206,7 506.7507.1 007, i30

2.53 . 13 . 12 .63 . 2

1 . 1 67 .5 r7 . 5 17 .26

L 5 l

r 5 0270360440540

365450450466

5 t - r

350 r 175 4 l . 4

49.6

346

3 5 0

174

J5

6 9

l 1

l 4

l 4

52 .68

63.14

l 1 . 1 0 0

r3 .600

798

984

t 4 .5

t 4 . 7

3 . 8 8

3 . 9 5

A , t IU T I 9 1 . 0

112

350 x 250 69.2

i9 .1

3 3 6

_140

249

2s0

a

9

I '

I +

2A

20

8 8 . r 5

1 1 0 i . 5

r 8.500

21..700

3.090

3.650

' t \T A . J

14.6

5 .92

6.00

r . 1 0 0r . 2 8 0

248

292

Page 2: -Universal Beam and Columns - Metric Units

; iK ' : i , l

"%ffiY;''d'ffi

UNIVERSAL BEAM AND COLUMNS

Metric Units

Sectionsize

Unitweight

M

Sectiondepth

D

Flangewidth

B

Tickness

t T

Cornerradius

r

Sect ionarea

A

Momentof inert ia

Ix lv

Radiusof gyrationi x i v

Modulusof sectionZx Zy

mm kdm mm mm mm mm mm cm- cm* cmo cm cm cm' cml

150 x 350 1 0 6

1 - <I J I

t J l

1 5 9

338344344350350356

348Qtr, A

352

t . )

1 01 61 21 91 AI t

I J

t h

t o

1 91 91 Z

1V

2020zv

202A

1 4 6 . 0t o o . o

1 9 8 . 4202.0

28,20033,30035,30040,30042,80047,600

9,3801 1 , 2 0 01 1 , 8 0 01 3 , 6 0 014,40016,000

1 A At a . a

t c . I

14 .615.21 A

- 7t - . t

1 5 . 3

8 .338 .788.438 .848 .538 .90

1 , 6 7 01 , 9 4 02,0502,3002,4502.670

534o + o

669776809909

400 x 200 56 .6o o . u

396400

1 9 9200

7d

1 1

t t 1 6t o

7 2 . 1 684 .12

20,00023,700

1 ,4501 ,740

l O . i f

1 6 . 84 .484 .54

1 ,0 '101 , 1 9 0

1 / , 8

1-7 At / -

400 x 300 Y + . J

107386eon

299300

91 0

I tt +

l h

11

zz

120.11 3 6 . 0

33,70038,700

6,2407,210

l o . /

t o . v

7 . 2 17 .28

1 , 7 4 01 , 9 8 0

418481

400 x 400 't A t-\t . + \ J

1 4 7t o o

1 7 2l v l

2001 J 1

283+ 1 3

605

388394394400400406A l A+ t a

428458498

402398405400408An'?

407A 1 - 7+ l /

+ J Z

1 -

< 1I I

t t '

t . )

1 l

l o

I u

20en

- J

1 81 Bz l

2 1z+

z 6

50

22221 Z

1 1

1 Z

z z

z z

2222z z

' 178.5

1 8 6 . 82 1 4 . 4l t 6 . /

250.7254.9295.5360.7528 .6770 .1

49,0005 6 , 1 0 049,74O66,60070,90078,00092,8001 19 ,000187,000298,000

16,3001 8 , 9 0 020,00022,40023,80026,2003 1 , 0 0 039,40060,50094,400

t o . o

1 7 . 316.71 7 . 51 6 . 81 7 . 51 7 . 7| 6 . 2 -

1 8 . 819.7

9 .54t u . I

9 . 6 51 0 . 19 .751 0 . 110.21 A A

1 A - 7

1 1 . 1

2,2853,030a

" e na ( / n

3,8404,480

R 1 7 n

12,000

809

985t , t l v

1 17n'

1,3001 , 5 3 01 , 9 3 02,9004,370

450 x 200 66 .276 .0

++o

4501 9 9lVV

8I

121 At +

t d 84.3096.76

28,70033,500

1 , 5 8 01 , 8 7 0

1 8 . 5t d . o 4.40

1 2 q n

1 , 4 9 01 5 9t o l

450 x 300 1 n A

1 2 4

434440

299300

1 01 1 l o

z+A A1 +

1 3 5 . 0t c t . +

46,8005 6 , 1 0 0 R 1 1 n

1 8 . 6t o . t

7.O47 , 1 8

Z , I O U

2,550448c + l

500 x 200 79 .5o\ r . o

1 0 3

496qnn

506

1 9 9200201

I1 0l lt l

1 At -

t o

t v

1 V

2020

1 n l Q

I t + . 2

4 '1 ,90047,80056.500

1 a4n.

2 1 A O

2.580

. V . C

20.520.7

+ . z t

+ . + J

'1 AOn

1 , 1 9 02.230

1 8 5i 4 Aa t +

257

500 x 300 l 1 4I t +

128482488

300J U U

t l

1 1t 3

t o

2626

1 4 5 . 51 6 3 . 5

60,40071,000 a 1 1 n

20.420.8

6 .827 .04

2,5002 q l n

600 x 200 94.61 0 6120t J +

596600ouo

o t z

1 9 9200201zuz

I U

1 11 21 aI J

t 3

1 71 V

23

222222z z

I z v . c

134.4152.5rc7.7

68,70077,60090,400103,000

1 , 9 8 02,2842,720e 1 R n

23.91 + . V

z + . J

24 .6

4 .05+ . t z

+ . z z

+ . J I

2,310t (on

2 ,980

I ir:,

ia271^ 4 AJ l +

600 x 300 l J /

t 1 l

t t 3

582588594

300300o v z

l z

t a

'1 A

1 720Z J

282828

1 1 A t r .

1 9 2 . 5/ _ 2 1 . +

103,0001 18 ,000I J / . U U U

7,7609,0201 0 , 6 0 0

1 + . J

1 + . O

z 6 . o

6 . 8 5o . v u

e ( e n

4 n2n

+ .ozv

3 t l

o u l

701

700 x 300 1 6 61 8 5215

o v l

700708

300300302

l . )

1 Al -

202428

z 6

za

28

1 t l . c

235.5l / J . o

172,000201,000237.000

9,02010 ,800I Z . Y U U

1 0 . o

29.31 Y . +

6 . s 36 . 7 8o . t J o

4,980

O . / U U

o v l

722853

800 x 300 l : , I

210^ A 11 + l

792800

300300302

1 / ,l -

1 A

t o

zz

2630

282828

243267J U /

A

A

6

254,0001V1,Vt- jV

?10 nnn1 1 , 7 0 013 ,800

32.333.033.2

6 . 3 9o . o z

6 .70

6 , 4 1 07 2AO

8.400

o o z

782v t 3

900 x 300 l t J

1 + J

286

890900v t / -

299300302

I D

l o

t t 1

2328Q A

2828z 6

e n o a

364.0

345,0004 1 1 , 0 0 0498,000

1 0 , 3 0 01 2 , 6 0 0

1 5 , 7 0 0

35.736 .4

37 .0

^ 1 ^

o . t o

6 .39

o . + o

7 ,7609 . 1 4 0

1 0 , 9 0 0

688843

1 ,040