Datasets:

anderslee2020
/

steel-section-weights

section stringlengths 8 8	is808_designation stringlengths 6 6	mass_kg_m float64 8.95 121	mass_lb_ft float64 6.01 81.3	depth_mm float64 100 600	flange_width_mm float64 50 210	web_mm float64 4.7 12	flange_mm float64 7 20.3	flange_slope_deg float64 98 98	root_radius_mm float64 9 20	toe_radius_mm float64 4.5 10	area_cm2 float64 11.4 154	ix_cm4 float64 182 90.2k	iy_cm4 float64 12.5 2.57k	rx_cm float64 3.99 24.1	ry_cm float64 1.04 4.08	zx_cm3 float64 36.4 3k	zy_cm3 float64 5.01 245	zpx_cm3 float64 42.6 3.45k	zpy_cm3 float64 8.58 418	it_cm4 float64 2.15 198	iw_cm6 float64 315 2.63M	mass_1989_kg_m float64 8.9 123	mass_1964_kg_m float64 11.5 123
ISMB 100	MB 100	8.95	6.0141	100	50	4.7	7	98	9	4.5	11.4	182	12.5	3.99	1.04	36.4	5.01	42.6	8.58	2.15	315	8.9	11.5
ISMB 125	MB 125	13.35	8.9708	125	70	5	8	98	9	4.5	17	445	38.4	5.11	1.5	71.3	10.9	82.1	18.4	3.99	1,560	13.3	13
ISMB 150	MB 150	14.96	10.0527	150	75	5	8	98	9	4.5	19	718	46.7	6.13	1.56	95.7	12.4	109	21	4.36	2,830	15	14.9
ISMB 175	MB 175	19.5	13.1034	175	85	5.8	9	98	10	5	24.8	1,260	76.6	7.12	1.75	144	18	165	30.5	7.17	6,340	19.6	19.3
ISMB 200	MB 200	24.17	16.2415	200	100	5.7	10	98	11	5.5	30.8	2,110	136	8.28	2.1	211	27.3	240	46	10.7	15,000	24.2	25.4
ISMB 225	MB 225	31.15	20.9319	225	110	6.5	11.8	98	12	6	39.7	3,440	218	9.31	2.34	306	39.6	348	66.3	18.6	29,700	31.1	31.2
ISMB 250	MB 250	37.3	25.0645	250	125	6.9	12.5	98	13	6.5	47.5	5,130	334	10.3	2.65	410	53.5	465	89.7	25.5	57,300	37.3	37.3
ISMB 300	MB 300	46.02	30.9241	300	140	7.7	13.1	98	14	7	58.6	8,990	486	12.3	2.87	599	69.4	681	117	34.7	123,000	46	44.2
ISMB 350	MB 350	52.33	35.1642	350	140	8.1	14.2	98	14	7	66.7	13,600	537	14.2	2.83	779	76.8	889	129	43.1	183,000	52.4	52.4
ISMB 400	MB 400	61.55	41.3598	400	140	8.9	16	98	14	7	78.4	20,400	622	16.1	2.81	1,020	88.8	1,170	149	59.6	269,000	61.5	61.6
ISMB 450	MB 450	72.38	48.6372	450	150	9.4	17.4	98	15	7.5	92.2	30,400	834	18.1	3	1,350	111	1,550	187	81	457,000	72.4	72.4
ISMB 500	MB 500	86.88	58.3808	500	180	10.2	17.2	98	17	8.5	110	45,200	1,360	20.2	3.51	1,800	152	2,070	259	103	974,000	86.9	86.9
ISMB 550	MB 550	103.64	69.643	550	190	11.2	19.3	98	18	9	132	64,900	1,830	22.1	3.72	2,360	193	2,710	328	150	1,550,000	104	103.7
ISMB 600	MB 600	121	81.3085	600	210	12	20.3	98	20	10	154	90,200	2,570	24.1	4.08	3,000	245	3,450	418	198	2,630,000	123	122.6

Steel Section Weights: IS 808, IPE/HEA, Rebar

Weights per metre (and per foot), dimensions and section properties of standard steel sections, as plain CSV and JSON, checked against the source standards. Use them in spreadsheets, BOQ (bill of quantities) sheets, estimating tools or structural scripts.

Interactive version with a weight calculator, drawings and printable PDF charts: steelweight-calculator.com

File	Rows
`india/ismb.csv`	14
`india/iswb.csv`	14
`india/ismc.csv`	20
`india/isa-equal-angles.csv`	72
`europe/ipe.csv`	18
`europe/hea.csv`	24
`europe/heb.csv`	24
`europe/hem.csv`	24
`europe/upn.csv`	18
`pipe/pipe-schedules.csv`	405
`rebar/us-rebar.csv`	11
`rebar/metric-rebar.csv`	12
`sheet-metal/gauges.csv`	36
`steel-sections.json`	all of the above

ISMB weight chart (IS 808:2021)

The 1964 handbook values in the last column are still printed in many weight charts. IS 808:1989 changed the flange thickness of several sizes, so those figures no longer match what is rolled.

Section	kg/m	lb/ft	D × B (mm)	tw / tf (mm)	1989 kg/m	1964 kg/m
ISMB 100	8.95	6.01	100 × 50	4.7 / 7	8.9	11.5
ISMB 125	13.35	8.97	125 × 70	5 / 8	13.3	13.0
ISMB 150	14.96	10.05	150 × 75	5 / 8	15.0	14.9
ISMB 175	19.50	13.10	175 × 85	5.8 / 9	19.6	19.3
ISMB 200	24.17	16.24	200 × 100	5.7 / 10	24.2	25.4
ISMB 225	31.15	20.93	225 × 110	6.5 / 11.8	31.1	31.2
ISMB 250	37.30	25.06	250 × 125	6.9 / 12.5	37.3	37.3
ISMB 300	46.02	30.92	300 × 140	7.7 / 13.1	46.0	44.2
ISMB 350	52.33	35.16	350 × 140	8.1 / 14.2	52.4	52.4
ISMB 400	61.55	41.36	400 × 140	8.9 / 16	61.5	61.6
ISMB 450	72.38	48.64	450 × 150	9.4 / 17.4	72.4	72.4
ISMB 500	86.88	58.38	500 × 180	10.2 / 17.2	86.9	86.9
ISMB 550	103.64	69.64	550 × 190	11.2 / 19.3	104.0	103.7
ISMB 600	121.00	81.31	600 × 210	12 / 20.3	123.0	122.6

All sizes with properties: india/ismb.csv

IPE beam weights

Section	kg/m	lb/ft	h × b (mm)	tw / tf (mm)	Iy (cm⁴)
IPE 80	6	4.03	80 × 46	3.8 / 5.2	80.1
IPE 100	8.1	5.44	100 × 55	4.1 / 5.7	171
IPE 120	10.37	6.97	120 × 64	4.4 / 6.3	317.7
IPE 140	12.89	8.66	140 × 73	4.7 / 6.9	541.2
IPE 160	15.77	10.60	160 × 82	5 / 7.4	869.3
IPE 180	18.8	12.63	180 × 91	5.3 / 8	1316.9
IPE 200	22.36	15.03	200 × 100	5.6 / 8.5	1943.1
IPE 220	26.2	17.61	220 × 110	5.9 / 9.2	2771.8
IPE 240	30.71	20.64	240 × 120	6.2 / 9.8	3891.5
IPE 270	36.07	24.24	270 × 135	6.6 / 10.2	5789.6
IPE 300	42.24	28.38	300 × 150	7.1 / 10.7	8356
IPE 330	49.15	33.03	330 × 160	7.5 / 11.5	11766.6
IPE 360	57.09	38.36	360 × 170	8 / 12.7	16265.3
IPE 400	66.3	44.55	400 × 180	8.6 / 13.5	23127.8
IPE 450	77.57	52.12	450 × 190	9.4 / 14.6	33742.4
IPE 500	90.68	60.93	500 × 200	10.2 / 16	48197.9
IPE 550	105.52	70.91	550 × 210	11.1 / 17.2	67115.5
IPE 600	122.45	82.28	600 × 220	12 / 19	92082.5

All sizes: europe/ipe.csv

Units

Lengths in mm (_mm) or inches (_in); area in cm²; second moments ix, iy, iu, iv, it in cm⁴; section moduli z* in cm³; radii of gyration r* in cm; warping constant iw in cm⁶.
mass_lb_ft = mass_kg_m ÷ 1.48816. Steel density 7850 kg/m³ throughout.
Indian sections: IS 808 axis names (x-x major, y-y minor; u-u and v-v principal axes of angles). European sections: EN axis names (y-y major, z-z minor).

How the data was checked

Indian (IS 808:2021): extracted from the standard and checked row by row with M = 0.785 A, r = √(I / A) and Zx = Ix / (D / 2). Known misprints in the printed standard are corrected; the 1989 and 1964 masses come from IS 808:1989 and the SP 6(1):1964 handbook.
European: geometry from the fib-international structuralcodes library (Apache-2.0), cross-checked against FreeCAD's profile library; area rebuilt from the dimensions including root fillets.
Pipe: wall thicknesses from ASME B36.10M / B36.19M as tabulated on Wikipedia; weight = 10.69 × (OD − t) × t lb/ft; STD and XS walls cross-checked against the AISC pipe shapes.
Rebar: checked against area × 7850 kg/m³ and the d² / 162 rule.

American W, S, C, MC, L and HSS shapes are not included here because the AISC Shapes Database has no redistribution licence; download it from AISC (AISC Shapes Database v16.0).

Licence and attribution

See LICENSE.md: different folders carry their sources' licences. If you use the data, please credit steelweight-calculator.com.

Values are provided for estimating and reference. Check them against the current standard or the mill certificate before design or purchase.

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