7/28/2019 Structural Steel Sectional Properties

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H-Beam Section (with

relevent Inch size x lbs/ft)

Designati

on

(with

BS41:1993

/ASTMA6

/BIS:1277

8

a licable

Section

al Wt.

(in

Kg/m)

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

Iy (cm4) Ix (cm4) ry (cm) rx (cm) Zy (cm3) Zx (cm3)

A. COLUMN- 150x150

152.4x152.2x23.0 UC-152 23.0 152.4 152.2 5.8 6.8 7.6 29.25 399.9 1250 3.7 6.54 52.55 164

157.6x152.9x30.0 UC-152 30.0 157.6 152.9 6.5 9.4 7.6 38.26 560.5 1748 3.83 6.76 73.31 221.8

161.8x154.4x37.0 UC-152 37.0 161.8 154.4 8 11.5 7.6 47.11 706.2 2210 3.87 6.85 91.48 273.2

B. COLUMN- 200x200

203.2x203.6x46.1 UC-203 46.1 203.2 203.6 7.2 11 10.2 58.73 1548 4568 5.13 8.82 152.1 449.6

206.2x204.3x52.0 UC-203 52.0 206.2 204.3 7.9 12.5 10.2 66.28 1778 5259 5.18 8.91 174 510.1

209.6x205.8x60.0 UC-203 60.0 209.6 205.8 9.4 14.2 10.2 76.37 2065 6125 5.2 8.96 200.6 584.4

215.8x206.4x71.0 UC-203 71.0 215.8 206.4 10 17.3 10.2 90.43 2537 7618 5.3 9.18 245.9 706

222.2x209.1x86.1 UC-203 86.1 222.2 209.1 12.7 20.5 10.2 109.6 3127 9449 5.34 9.28 299.1 850.5

N. COLUMN-250x250

254.1x254.6x73.1 UC-254 73.1 254.1 254.6 8.6 14.2 12.7 93.1 3908 11410 6.48 11.07 307 897.9

260.3x256.3x88.9 UC-254 88.9 260.3 256.3 10.3 17.3 12.7 113.3 4857 14270 6.55 11.22 379 1096

266.7x258.8x107.1 UC-254 107.1 266.7 258.8 12.8 20.5 12.7 136.4 5928 17510 6.59 11.33 458.1 1313

276.3x261.3x132.0 UC-254 132.0 276.3 261.3 15.3 25.3 12.7 168.1 7531 22530 6.69 11.58 576.4 1631289.1x265.2x167.1 UC-254 167.1 289.1 265.2 19.2 31.7 12.7 212.9 9870 30000 6.81 11.87 744.3 2075

O. COLUMN-300x300

307.9x305.3x96.9 UC-305 96.9 307.9 305.3 9.9 15.4 15.2 123.4 7308 22250 7.69 13.42 478.7 1445

314.5x307.4x117.9 UC-305 117.9 314.5 307.4 12 18.7 15.2 150.2 9059 27670 7.77 13.57 589.4 1760

320.5x309.2x136.9 UC-305 136.9 320.5 309.2 13.8 21.7 15.2 174.4 10700 32810 7.83 13.72 692.1 2048

327.1x311.2x158.1 UC-305 158.1 327.1 311.2 15.8 25 15.2 201.4 12570 38750 7.9 13.87 807.8 2369

339.9x314.5x198.1 UC-305 198.1 339.9 314.5 19.1 31.4 15.2 252.4 16300 50900 8.04 14.2 1037 2995

352.5x318.4x240.0 UC-305 240.0 352.5 318.4 23 37.7 15.2 305.8 20310 64200 8.15 14.49 1276 3643

365.3x322.2x282.9 UC-305 282.9 365.3 322.2 26.8 44.1 15.2 360.4 24630 78870 8.27 14.79 1529 4318

Parallel Flange Beams from Jindal Steel & Power along-with Comparable Sections of I-Beams

SECTIONAL PROPERTIES

Geo. Moment of

Inertia

Radius of

Gyration Modulus of Section

PARALLEL NARROW FLANGE COLUM

7/28/2019 Structural Steel Sectional Properties

2/5

H-Beam Section (with

relevent Inch size x lbs/ft)

Designati

on

(with

BS41:1993

/ASTM

A6

/BIS:1277

Section

al Wt.

(in

Kg/m)

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

Iy (cm4) Ix (cm4) ry (cm) rx (cm) Zy (cm3) Zx (cm3)

C. BE 200x100x5.7 ISMB-200 25.4 200 100 5.7 10 11/5.5 137 2120 2.11 8.29 27.4 212

203.2x133.2x25.1 UB203 25.1 203.2 133.2 5.7 7.8 7.6 31.97 307.6 2340 3.1 8.56 46.19 230.3

206.8x133.9x30.0 UB203 30.0 206.8 133.9 6.4 9.6 7.6 38.21 384.7 2896 3.17 8.71 57.45 280

D. B 250x125x6.9 ISMB-250 37.3 250 125 6.9 12.5 13/6.5 335 5130 2.65 10.4 53.5 410

251.4x146.1x31.1 UB 254 31.1 251.4 146.1 6 8.6 7.6 39.68 447.5 4413 3.36 10.55 61.26 351.1

256x146.4x37.0 UB 254 37.0 256 146.4 6.3 10.9 7.6 47.17 570.6 5537 3.48 10.83 77.96 432.6

259.6x147.3x43.0 UB 254 43.0 259.6 147.3 7.2 12.7 7.6 54.77 677.4 6544 3.52 10.93 91.97 504.1

E. BE 300x140x7.7 ISMB-300 46.0 300 140 7.7 13.1 14/7 486 8990 2.86 12.4 69.5 599

303.4x165x40.3 UB-305 40.3 303.4 165 6 10.2 8.9 51.32 764.4 8503 3.86 12.87 92.65 560.5

306.6x165.7x46.1 UB-305 46.1 306.6 165.7 6.7 11.8 8.9 58.75 895.7 9899 3.9 12.98 108.1 645.7

310.4x166.9x54.0 UB-305 54.0 310.4 166.9 7.9 13.7 8.9 68.77 1063 11700 3.93 13.04 127.4 753.6

F. BE 350x140x8.1 ISMB-350 52.4 350 140 8.1 14.2 14/7 538 13600 2.84 14.3 76.8 779

351.4x171.1x45 UB 356 45.0 351.4 171.1 7 9.7 10.2 57.33 811.1 12070 3.76 14.51 94.81 686.7355x171.5x51.0 UB 356 51.0 355 171.5 7.4 11.5 10.2 64.91 968.3 14140 3.86 14.76 112.9 796.4

358x172x57.0 UB 356 57.0 358 172 8.1 13 10.2 72.56 1108 16040 3.91 14.87 128.7 896.0

363.4x173.2x67.1 UB 356 67.1 363.4 173.2 9.1 15.7 10.2 85.49 1362 19460 3.99 15.09 157.3 1071

G. B 400x140x8.9 ISMB-400 61.5 400 140 8.9 16 14/7 622 20500 2.82 16.2 88.9 1020

402.6x177.7x54.1 UB 406 54.1 402.6 177.7 7.7 10.9 10.2 68.95 1021 18720 3.85 16.48 114.9 930

406.4x177.9x60.1 UB 406 60.1 406.4 177.9 7.9 12.8 10.2 76.52 1203 21600 3.97 16.8 135.3 1063

409.4x178.8x67.1 UB 406 67.1 409.4 178.8 8.8 14.3 10.2 85.54 1365 24330 3.99 16.87 152.7 1189412.8x179.5x74.2 UB 406 74.2 412.8 179.5 9.5 16 10.2 94.51 1545 27310 4.04 17 172.2 1323

397 x 180 x 57.4 / NPB 400 57.4 397 180 7 12 21 73.1 1171 20290 4 16.55 130.1 1022

400 x 180 x 66.3 / NPB 400 66.3 400 180 8.6 13.5 21 84.5 1318 23130 3.95 16.66 146.4 1156

Geo. Moment of

Inertia

Radius of

Gyration Modulus of Section

PARALLEL NARROW FLANGE BEAM SE

Parallel Flange Beams from Jindal Steel & Power along-with Comparable Sections of I-Beams

SECTIONAL PROPERTIES

7/28/2019 Structural Steel Sectional Properties

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7/28/2019 Structural Steel Sectional Properties

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700 x 300 x 241.0 /WPB 700 241.0 700 300 17 32 27 306.4 14440 256900 6.87 28.96 962.7 7340

716 x 304 x 301.0 / WPB 700 301.0 716 304 21 40 27 383 18800 329300 7.01 29.32 1237 9198

Iy (cm4) Ix (cm4) ry (cm) rx (cm) Zy (cm3) Zx (cm3)

CRANE RAILS

CR-80 64.2

CR-100 89

RAILS

UIC60 60.34

IRS -52 52

H-Beam Section (with

relevent Inch size x lbs/ft)

Designati

on

(with

BS41:1993

/ASTM

A6/BIS:1277

8

Section

al Wt.(in

Kg/m)

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

SectionalArea (A)

in cm2

Channels Iy Ix ry rx zy zx

ISMC 100 9.56 100 50 5 7.7 9 12.2 26.7 192 1.48 3.97 7.71

ISMC 125 13.1 125 65 5.3 8.2 9.5 16.7 61.1 425 1.91 5.05 13.4 68.1

ISMC 150 16.8 150 75 5.7 9 10 21.3 103 788 2.2 6.08 19.5 105

ISMC 175 19.6 175 75 6 10.2 10.5 24.9 122 1240 2.21 7.04 23 141

ISMC 200 22.3 200 75 6.2 11.4 11 28.5 141 1830 2.22 8.02 26.4 181

ISMC 250 30.6 250 80 7.2 14.1 12 39 211 3880 2.37 9.92 38.5 307

ISMC 250 34.2 250 82 9 14.1 12 43.5 244 4080 2.37 9.68 40.9 326

ISMC 300 36.3 300 90 7.8 13.6 13 46.5 313 6420 2.6 11.8 47.1 428

ISMC 400 50.1 400 100 8.8 15.3 15 63.8 508 15200 2.82 15.4 67 760

Geo. Moment of

Inertia

Radius of

Gyration Modulus of Section

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

7/28/2019 Structural Steel Sectional Properties

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UC - Bristish Univeral Columns

UB - British Universal Beams

NPB - Narrow Parallel Flange Beams IS Code 12778 -2004 HE - European Wide Flange Beams

WPB - Wide Parallel Flange Beams IS Code 12778 - 2004 IPE - 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

shall be as per following : IS:1852; EN 10024: 1995, ASTM A6-98

Specific customised sections can also be supplied in comparable sizes wi Note : ISMB Sections are listed only for comparison

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