Standard I Beam With Taper Flanges
Russian standard I beam with taper flanges
Dimensions: GOST 8239-89
Flange slope between 6-12%.
DISCLAIMER: Tables, figures, drawings and all information on this page have been carefully researched but not been checked by an independant person/institution and are provided without any liability. All obligation is excluded due to faulty, incomplete or outdated information. Please consult your technical staff and/or your appropriate standardisation institute.
| Designation | Nominal Weight 1m |
Dimensions | Area of Section |
|||||||||||
| G | h | b | tw | tf | R1 | R2 | A | |||||||
| kg/m | mm | mm | mm | mm | mm | mm | cm2 | |||||||
| No. 10 | 9,46 | 100 | 55 | 4,5 | 7,2 | 7,0 | 2,5 | 12,0 | ||||||
| No. 12 | 11,50 | 120 | 64 | 4,8 | 7,3 | 7,5 | 3,0 | 14,7 | ||||||
| No. 14 | 13,70 | 140 | 73 | 4,9 | 7,5 | 8,0 | 3,0 | 17,4 | ||||||
| No. 16 | 15,90 | 160 | 81 | 5,0 | 7,8 | 8,5 | 3,5 | 20,2 | ||||||
| No. 18 | 18,40 | 180 | 90 | 5,1 | 8,1 | 9,0 | 3,5 | 23,4 | ||||||
| No. 20 | 21,00 | 200 | 100 | 5,2 | 8,4 | 9,5 | 4,0 | 26,8 | ||||||
| No. 22 | 24,00 | 220 | 110 | 5,4 | 8,7 | 10,0 | 4,0 | 30,6 | ||||||
| No. 24 | 27,30 | 240 | 115 | 5,6 | 9,5 | 10,5 | 4,0 | 34,8 | ||||||
| No. 27 | 31,50 | 270 | 125 | 6,0 | 9,8 | 11,0 | 4,5 | 40,2 | ||||||
| No. 30 | 36,50 | 300 | 135 | 6,5 | 10,2 | 12,0 | 5,0 | 46,5 | ||||||
| No. 33 | 42,20 | 330 | 140 | 7,0 | 11,2 | 13,0 | 5,0 | 53,8 | ||||||
| No. 36 | 48,60 | 360 | 145 | 7,5 | 12,3 | 14,0 | 6,0 | 61,9 | ||||||
| No. 40 | 57,00 | 400 | 155 | 8,3 | 13,0 | 15,0 | 6,0 | 72,6 | ||||||
| No. 45 | 66,50 | 450 | 160 | 9,0 | 14,2 | 16,0 | 7,0 | 84,7 | ||||||
| No. 50 | 78,50 | 500 | 170 | 10,0 | 15,2 | 17,0 | 7,0 | 100,0 | ||||||
| No. 55 | 92,60 | 550 | 180 | 11,0 | 16,5 | 18,0 | 7,0 | 118,0 | ||||||
| No. 60 | 108,00 | 600 | 190 | 12,0 | 17,8 | 20,0 | 8,0 | 138,0 | ||||||
I Beams With Taper Flanges .dwg/.dxf filesBefore downloading please read our disclaimer at the top
of the page. Downloads and use of any files provided here without any liability and
at your own risk. Files provided here should not be used without
competent professional examination by a licensed engineer. |
 |
|||||
No. 10 (100 x 55)  | No. 12 (120 x 64) | No. 14 (140 x 73) | No. 16 (160 x 81) | No. 18 (180 x 90) | ||
No. 20 (200 x 100) | No. 22 (220 x 110) | No. 24 (240 x 115) | No. 27 (270 x 125) | No. 30 (300 x 135) | ||
No. 33 (330 x 149) | No. 36 (360 x 145) | No. 40 (400 x 155) | No. 45 (450 x 160) | No. 50 (500 x 170) | ||
No. 55 (550 x 180) | No. 60 (600 x 190) | |||||
All files were created carefully
but it is not possible to exclude all errors. |
||||||
> go to top