beams
TRANSCRIPT
![Page 1: Beams](https://reader037.vdocuments.mx/reader037/viewer/2022100208/545cd044b1af9f534f8b4a51/html5/thumbnails/1.jpg)
Parallel Flange Beams from Jindal Steel & Power along-with Comparable Sections of I-Beams
PARALLEL NARROW FLANGE COLUMN SECTIONS
A. COLUMN- 150x150
152.4x152.2x23.0 UC-152 23.0
157.6x152.9x30.0 UC-152 30.0
161.8x154.4x37.0 UC-152 37.0
B. COLUMN- 200x200
203.2x203.6x46.1 UC-203 46.1
206.2x204.3x52.0 UC-203 52.0
209.6x205.8x60.0 UC-203 60.0
215.8x206.4x71.0 UC-203 71.0
222.2x209.1x86.1 UC-203 86.1
N. COLUMN-250x250
254.1x254.6x73.1 UC-254 73.1
260.3x256.3x88.9 UC-254 88.9
266.7x258.8x107.1 UC-254 107.1
276.3x261.3x132.0 UC-254 132.0
289.1x265.2x167.1 UC-254 167.1
O. COLUMN-300x300
307.9x305.3x96.9 UC-305 96.9
314.5x307.4x117.9 UC-305 117.9
320.5x309.2x136.9 UC-305 136.9
327.1x311.2x158.1 UC-305 158.1
339.9x314.5x198.1 UC-305 198.1
352.5x318.4x240.0 UC-305 240.0
365.3x322.2x282.9 UC-305 282.9
Parallel Flange Beams from Jindal Steel & Power along-with Comparable Sections of I-Beams
H-Beam Section (with relevent Inch size x lbs/ft)
Designation (with BS41:1993/ASTM
A6 /BIS:12778 applicable specn.)
Sectional Wt. (in
Kg/m)
![Page 2: Beams](https://reader037.vdocuments.mx/reader037/viewer/2022100208/545cd044b1af9f534f8b4a51/html5/thumbnails/2.jpg)
PARALLEL NARROW FLANGE BEAM SECTIONS
C. BEAM-200x150 200x100x5.7 ISMB-200 25.4
203.2x133.2x25.1 UB203 25.1
206.8x133.9x30.0 UB203 30.0
D. BEAM-250x150 250x125x6.9 ISMB-250 37.3
251.4x146.1x31.1 UB 254 31.1
256x146.4x37.0 UB 254 37.0
259.6x147.3x43.0 UB 254 43.0
E. BEAM-300x150 300x140x7.7 ISMB-300 46.0
303.4x165x40.3 UB-305 40.3
306.6x165.7x46.1 UB-305 46.1
310.4x166.9x54.0 UB-305 54.0
F. BEAM-350x170 350x140x8.1 ISMB-350 52.4
351.4x171.1x45 UB 356 45.0
355x171.5x51.0 UB 356 51.0
358x172x57.0 UB 356 57.0
363.4x173.2x67.1 UB 356 67.1
G. BEAM-400x180 400x140x8.9 ISMB-400 61.5
402.6x177.7x54.1 UB 406 54.1
406.4x177.9x60.1 UB 406 60.1
409.4x178.8x67.1 UB 406 67.1
412.8x179.5x74.2 UB 406 74.2
397 x 180 x 57.4 IPEA / NPB 400 57.4
400 x 180 x 66.3 IPE / NPB 400 66.3
404 x 182 x 75.7 IPEO / NPB 400 75.7
H. BEAM-450x150 450x150x9.4 ISMB-450 72.4
447 x 190 x 67.2 IPEA / NPB 450 67.2
450 x 190 x 77.6 IPE / NPB 450 77.6
456 x 192 x 92.4 IPEO / NPB 450 92.4
I. BEAM-500x200 500x180x10.2 ISMB-500 86.9
497 x 200 x 79.4 IPEA / NPB 500 79.4
500 x 200 x 90.7 IPE / NPB 500 90.7
506 x 202 x 107 IPEO / NPB 500 107
Parallel Flange Beams from Jindal Steel & Power along-with Comparable Sections of I-Beams
H-Beam Section (with relevent Inch size x lbs/ft)
Designation (with BS41:1993/ASTM
A6 /BIS:12778 applicable specn.)
Sectional Wt. (in
Kg/m)
![Page 3: Beams](https://reader037.vdocuments.mx/reader037/viewer/2022100208/545cd044b1af9f534f8b4a51/html5/thumbnails/3.jpg)
J. BEAM-600x220 600x210x12 ISMB-600 123.0
602.6x227.6x101.2 UB 610 101.2
597 x 220 x 108.0 IPE A / NPB 600 108.0
607.6x228.2x113.0 UB 610 113.0
600 x 220 x 122.4 IPE / NPB 600 122.4
612.2x229x125.1 UB 610 125.1
617.2x230.2x139.9 UB 610 139.9
610 x 224 x 154.0 IPE O / NPB 600 154.0
PARALLEL WIDE FLANGE BEAM SECTIONS
L. BEAM-600x300
571 x 300 x 129.0 HE AA/WPB 600 129.0
590 x 300 x 178.0 HE A/ WPB 600 178.0
600 x 300 x 212.0 HE B/ WPB 600 212.0
620 x 305 x 285.0 HE M/ WPB 600 285.0
M. BEAM-700x300
670 x 300 x 150.0 HE AA/ WPB 700 150.0
690 x 300 x 204.0 HE A / WPB 700 204.0
700 x 300 x 241.0 HE B/ /WPB 700 241.0
716 x 304 x 301.0 HE M / WPB 700 301.0
CRANE RAILSCR-80 64.2CR-100 89
RAILSUIC60 60.34IRS -52 52
Parallel Flange Beams from Jindal Steel & Power along-with Comparable Sections of I-Beams
H-Beam Section (with relevent Inch size x lbs/ft)
Designation (with BS41:1993/ASTM
A6 /BIS:12778 applicable specn.)
Sectional Wt. (in
Kg/m)
![Page 4: Beams](https://reader037.vdocuments.mx/reader037/viewer/2022100208/545cd044b1af9f534f8b4a51/html5/thumbnails/4.jpg)
ChannelsISMC 100 x 50 9.56
ISMC 125 x 65 13.1
ISMC 150 x 75 16.8
ISMC 175 x 75 19.6
ISMC 200 x 75 22.3
ISMC 250 x 80 30.6
ISMC 250 x 82 34.2
ISMC 300 x 90 36.3
ISMC 400 x 100 50.1
UC - Bristish Univeral Columns UB - British Universal Beams NPB - Narrow Parallel Flange Beams IS Code 12778 -2004WPB - Wide Parallel Flange Beams IS Code 12778 - 2004
*Material can be supplied in Normal Grades IS: 2062 Gr.B/Fully Killed; EN10025 :1993 S275JR; BS4360: 1990 40DD/43D;
ASTM A36; DIN 17100 St 37-2; JIS G3101: 1995 SS400 - Material also available in High Tensile Grades IS 8500 Fe490B;
EN10025:1993 S355JO:;BS4360:1990 50C; ASTM A572 Gr.50;DIN 17100 St 52-3; JIS G3101: 1995 SS 490- Rolling Tolerance
shall be as per following : IS:1852; EN 10024: 1995, ASTM A6-98
Specific customised sections can also be supplied in comparable sizes wih mutual consent
Section Designatgions
UC, UB as per BS4 1:1993, IPE as per Euronorm 1957
NPB, WPB as per IS:12778(BIS Standard)
HJ as per JIS 3192 :1994
H-Beam Section (with relevent Inch size x lbs/ft)
Designation (with BS41:1993/ASTM
A6 /BIS:12778 applicable specn.)
Sectional Wt. (in
Kg/m)
![Page 5: Beams](https://reader037.vdocuments.mx/reader037/viewer/2022100208/545cd044b1af9f534f8b4a51/html5/thumbnails/5.jpg)
Parallel Flange Beams from Jindal Steel & Power along-with Comparable Sections of I-Beams
SECTIONAL PROPERTIES
Iy (cm4) Ix (cm4) ry (cm)
152.4 152.2 5.8 6.8 7.6 29.25 399.9 1250 3.7
157.6 152.9 6.5 9.4 7.6 38.26 560.5 1748 3.83
161.8 154.4 8 11.5 7.6 47.11 706.2 2210 3.87
203.2 203.6 7.2 11 10.2 58.73 1548 4568 5.13
206.2 204.3 7.9 12.5 10.2 66.28 1778 5259 5.18
209.6 205.8 9.4 14.2 10.2 76.37 2065 6125 5.2
215.8 206.4 10 17.3 10.2 90.43 2537 7618 5.3
222.2 209.1 12.7 20.5 10.2 109.6 3127 9449 5.34
254.1 254.6 8.6 14.2 12.7 93.1 3908 11410 6.48
260.3 256.3 10.3 17.3 12.7 113.3 4857 14270 6.55
266.7 258.8 12.8 20.5 12.7 136.4 5928 17510 6.59
276.3 261.3 15.3 25.3 12.7 168.1 7531 22530 6.69
289.1 265.2 19.2 31.7 12.7 212.9 9870 30000 6.81
307.9 305.3 9.9 15.4 15.2 123.4 7308 22250 7.69
314.5 307.4 12 18.7 15.2 150.2 9059 27670 7.77
320.5 309.2 13.8 21.7 15.2 174.4 10700 32810 7.83
327.1 311.2 15.8 25 15.2 201.4 12570 38750 7.9
339.9 314.5 19.1 31.4 15.2 252.4 16300 50900 8.04
352.5 318.4 23 37.7 15.2 305.8 20310 64200 8.15
365.3 322.2 26.8 44.1 15.2 360.4 24630 78870 8.27
Parallel Flange Beams from Jindal Steel & Power along-with Comparable Sections of I-Beams
SECTIONAL PROPERTIES
Beam Depth (H)
in mm
Flange
Width (W) in
mm
Web Thk. (tw)
in mm
Flange Thk. (tf) in
mm
Fillet Radius ( R)
in mm
Sectional Area (A) in cm2
Geo. Moment of Inertia
Radius of Gyration
![Page 6: Beams](https://reader037.vdocuments.mx/reader037/viewer/2022100208/545cd044b1af9f534f8b4a51/html5/thumbnails/6.jpg)
Iy (cm4) Ix (cm4) ry (cm)
200 100 5.7 10 11/5.5 137 2120 2.11
203.2 133.2 5.7 7.8 7.6 31.97 307.6 2340 3.1
206.8 133.9 6.4 9.6 7.6 38.21 384.7 2896 3.17
250 125 6.9 12.5 13/6.5 335 5130 2.65
251.4 146.1 6 8.6 7.6 39.68 447.5 4413 3.36
256 146.4 6.3 10.9 7.6 47.17 570.6 5537 3.48
259.6 147.3 7.2 12.7 7.6 54.77 677.4 6544 3.52
300 140 7.7 13.1 14/7 486 8990 2.86
303.4 165 6 10.2 8.9 51.32 764.4 8503 3.86
306.6 165.7 6.7 11.8 8.9 58.75 895.7 9899 3.9
310.4 166.9 7.9 13.7 8.9 68.77 1063 11700 3.93
350 140 8.1 14.2 14/7 538 13600 2.84
351.4 171.1 7 9.7 10.2 57.33 811.1 12070 3.76
355 171.5 7.4 11.5 10.2 64.91 968.3 14140 3.86
358 172 8.1 13 10.2 72.56 1108 16040 3.91
363.4 173.2 9.1 15.7 10.2 85.49 1362 19460 3.99
400 140 8.9 16 14/7 622 20500 2.82
402.6 177.7 7.7 10.9 10.2 68.95 1021 18720 3.85
406.4 177.9 7.9 12.8 10.2 76.52 1203 21600 3.97
409.4 178.8 8.8 14.3 10.2 85.54 1365 24330 3.99
412.8 179.5 9.5 16 10.2 94.51 1545 27310 4.04
397 180 7 12 21 73.1 1171 20290 4
400 180 8.6 13.5 21 84.5 1318 23130 3.95
404 182 9.7 15.5 21 96.4 1564 26750 4.03
450 150 9.4 17.4 15/7.5 834 30400 3.01
447 190 7.6 13.1 21 85.6 1502 29760 4.19
450 190 9.4 14.6 21 98.8 1676 33740 4.12
456 192 11 17.6 21 118 2085 40920 4.21
500 180 10.2 17.2 17/8.5 1370 45200 3.52
497 200 8.4 14.5 21 101 1939 42930 4.38
500 200 10.2 16 21 116 2142 48200 4.31
506 202 12 19 21 137 2620 57780 4.38
Parallel Flange Beams from Jindal Steel & Power along-with Comparable Sections of I-Beams
SECTIONAL PROPERTIES
Beam Depth (H)
in mm
Flange
Width (W) in
mm
Web Thk. (tw)
in mm
Flange Thk. (tf) in
mm
Fillet Radius ( R)
in mm
Sectional Area (A) in cm2
Geo. Moment of Inertia
Radius of Gyration
![Page 7: Beams](https://reader037.vdocuments.mx/reader037/viewer/2022100208/545cd044b1af9f534f8b4a51/html5/thumbnails/7.jpg)
600 210 12 20.3 20/10 2650 91800 4.12
602.6 227.6 10.5 14.8 12.7 128.9 2915 75780 4.75
597 220 9.8 17.5 24 137 3116 82920 4.77
607.6 228.2 11.1 17.3 12.7 143.9 3434 87320 4.88
600 220 12 19 24 156 3387 92080 4.66
612.2 229 11.9 19.6 12.7 159.3 3932 98610 4.97
617.2 230.2 13.1 22.1 12.7 178.2 4505 111800 5.03
610 224 15 24 24 197 4521 118300 4.79
Iy (cm4) Ix (cm4) ry (cm)
571 300 12 15.5 27 164.1 6993 91900 6.53
590 300 13 25 27 226.5 11270 141200 7.05
600 300 15.5 30 27 270 13530 171000 7.08
620 305 21 40 27 363.7 18980 237400 7.22
670 300 13 17 27 190.9 7673 142700 6.34
690 300 14.5 27 27 260.5 12180 215300 6.84
700 300 17 32 27 306.4 14440 256900 6.87
716 304 21 40 27 383 18800 329300 7.01
Iy (cm4) Ix (cm4) ry (cm)
As per IS : 3443 -1980 SPECIFICATION FOR CRANE RAIL SECTIONS
As per IRS -T-12 1996
Parallel Flange Beams from Jindal Steel & Power along-with Comparable Sections of I-Beams
SECTIONAL PROPERTIES
Beam Depth (H)
in mm
Flange
Width (W) in
mm
Web Thk. (tw)
in mm
Flange Thk. (tf) in
mm
Fillet Radius ( R)
in mm
Sectional Area (A) in cm2
Geo. Moment of Inertia
Radius of Gyration
![Page 8: Beams](https://reader037.vdocuments.mx/reader037/viewer/2022100208/545cd044b1af9f534f8b4a51/html5/thumbnails/8.jpg)
Iy Ix ry100 50 5 7.7 9 12.2 26.7 192 1.48
125 65 5.3 8.2 9.5 16.7 61.1 425 1.91
150 75 5.7 9 10 21.3 103 788 2.2
175 75 6 10.2 10.5 24.9 122 1240 2.21
200 75 6.2 11.4 11 28.5 141 1830 2.22
250 80 7.2 14.1 12 39 211 3880 2.37
250 82 9 14.1 12 43.5 244 4080 2.37
300 90 7.8 13.6 13 46.5 313 6420 2.6
400 100 8.8 15.3 15 63.8 508 15200 2.82
HE - European Wide Flange BeamsIPE - European Narrow flange Parallel beams
*Material can be supplied in Normal Grades IS: 2062 Gr.B/Fully Killed; EN10025 :1993 S275JR; BS4360: 1990 40DD/43D;
ASTM A36; DIN 17100 St 37-2; JIS G3101: 1995 SS400 - Material also available in High Tensile Grades IS 8500 Fe490B;
EN10025:1993 S355JO:;BS4360:1990 50C; ASTM A572 Gr.50;DIN 17100 St 52-3; JIS G3101: 1995 SS 490- Rolling Tolerance
Specific customised sections can also be supplied in comparable sizes wih mutual consent
Beam Depth (H)
in mm
Flange
Width (W) in
mm
Web Thk. (tw)
in mm
Flange Thk. (tf) in
mm
Fillet Radius ( R)
in mm
Sectional Area (A) in cm2
Geo. Moment of Inertia
Radius of Gyration
Note : ISMB Sections are listed only for comparison
![Page 9: Beams](https://reader037.vdocuments.mx/reader037/viewer/2022100208/545cd044b1af9f534f8b4a51/html5/thumbnails/9.jpg)
Parallel Flange Beams from Jindal Steel & Power along-with Comparable Sections of I-Beams
SECTIONAL PROPERTIES
rx (cm)Zy (cm3)Zx (cm3)
6.54 52.55 164
6.76 73.31 221.8
6.85 91.48 273.2
8.82 152.1 449.6
8.91 174 510.1
8.96 200.6 584.4
9.18 245.9 706
9.28 299.1 850.5
11.07 307 897.9
11.22 379 1096
11.33 458.1 1313
11.58 576.4 1631
11.87 744.3 2075
13.42 478.7 1445
13.57 589.4 1760
13.72 692.1 2048
13.87 807.8 2369
14.2 1037 2995
14.49 1276 3643
14.79 1529 4318
Parallel Flange Beams from Jindal Steel & Power along-with Comparable Sections of I-Beams
SECTIONAL PROPERTIES
Radius of Gyration
Modulus of Section
![Page 10: Beams](https://reader037.vdocuments.mx/reader037/viewer/2022100208/545cd044b1af9f534f8b4a51/html5/thumbnails/10.jpg)
rx (cm)Zy (cm3)Zx (cm3)
8.29 27.4 212
8.56 46.19 230.3
8.71 57.45 280
10.4 53.5 410
10.55 61.26 351.1
10.83 77.96 432.6
10.93 91.97 504.1
12.4 69.5 599
12.87 92.65 560.5
12.98 108.1 645.7
13.04 127.4 753.6
14.3 76.8 779
14.51 94.81 686.7
14.76 112.9 796.4
14.87 128.7 896.0
15.09 157.3 1071
16.2 88.9 1020
16.48 114.9 930
16.8 135.3 1063
16.87 152.7 1189
17 172.2 1323
16.55 130.1 1022
16.66 146.4 1156
16.66 171.9 1324
18.2 111.0 1350
18.65 158.1 1331
18.48 176.4 1500
18.65 217.2 1795
20.2 152 1810
20.61 193.9 1728
20.43 241.2 1928
20.56 259.6 2284
Parallel Flange Beams from Jindal Steel & Power along-with Comparable Sections of I-Beams
SECTIONAL PROPERTIES
Radius of Gyration
Modulus of Section
![Page 11: Beams](https://reader037.vdocuments.mx/reader037/viewer/2022100208/545cd044b1af9f534f8b4a51/html5/thumbnails/11.jpg)
24.2 252 3060
24.24 256.1 2515
24.6 283.3 2778
24.63 301 2874
24.3 307.9 3069
24.88 343.4 3221
25.05 391.4 3622
24.52 403.6 3879
rx (cm)Zy (cm3)Zx (cm3)
23.66 466.2 3218
24.97 751.4 4787
25.17 902 5701
25.55 1244 7660
27.34 511.5 4260
28.75 811.9 6241
28.96 962.7 7340
29.32 1237 9198
rx (cm)Zy (cm3)Zx (cm3)
As per IS : 3443 -1980 SPECIFICATION FOR CRANE RAIL SECTIONS
As per IRS -T-12 1996
Parallel Flange Beams from Jindal Steel & Power along-with Comparable Sections of I-Beams
SECTIONAL PROPERTIES
Radius of Gyration
Modulus of Section
![Page 12: Beams](https://reader037.vdocuments.mx/reader037/viewer/2022100208/545cd044b1af9f534f8b4a51/html5/thumbnails/12.jpg)
rx zy zx3.97 7.71
5.05 13.4 68.1
6.08 19.5 105
7.04 23 141
8.02 26.4 181
9.92 38.5 307
9.68 40.9 326
11.8 47.1 428
15.4 67 760
Radius of Gyration
Modulus of Section