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Product List

Japanese Wide Flange Beams

Size	Weght	Depth of Section (A)	Flange Width (B)	Thickness		Corner Radius (r)	Sectional Area	Moment of Inertia		Radius of Gyration		Modulus of Section
Size	Weght	Depth of Section (A)	Flange Width (B)	Web (t₁)	Flange (t₂)	Corner Radius (r)	Sectional Area	J_x	J_y	ix	iy	zx	zy
mm	kg/m	mm	mm	mm	mm	mm	cm	cm⁴	cm⁴	cm	cm	cm³	cm³
100 x 50	9.30	100	50	5	7	8	11.85	187	14.8	3.98	1.12	37.5	5.91
100 x100	17.2	100	100	6	8	10	21.90	383	134	4.18	2.47	76.5	26.7
125 x60	13.2	125	60	6	8	9	16.84	413	29.2	4.95	1.32	66.1	9.73
125 x125	23.8	125	125	6.5	9	10	30.31	847	293	5.29	3.11	136	47.0
150 x75	14.0	150	75	5	7	8	17.85	666	49.5	6.11	1.66	88.8	13.2
150 x100	21.1	148	100	6	9	11	26.84	1.020	151	6.17	2.37	138	30.1
150 x150	31.5	150	150	7	10	11	40.14	1.640	563	6.39	3.75	219	75.1
175 x90	18.1	175	90	5	8	9	23.04	1210	97.5	7.26	2.06	139	21.7
175 x175	40.2	175	175	7.5	11	12	51.21	2880	984	7.50	4.38	330	112
200 x 100	18.2 21.3	198 200	99 100	4.5 5.5	7 8	11 11	23.18 27.6	1580 1840	114 134	8.26 8.24	2.21 2.22	160 184	23.0 26.8
200 x 150	30.6	194	150	6	9	13	39.01	2690	507	8.30	3.61	277	67.6
200x200	49.9 56.2 65.7	200 200 208	200 204 202	8 12 10	12 12 16	13 13 13	63.53 71.53 83.69	4720 4980 6530	1600 1700 2200	8.62 8.35 8.83	5.02 4.88 5.13	472 498 628	160 167 218
250x125	25.7 29.6	248 250	124 125	5 6	8 9	12 12	32.68 37.66	3540 4050	255 294	10.4 10.4	2.79 2.79	285 324	411 47.0
250x175	44.1	244	175	7	11	16	56.24	6120	984	10.4	4.18	502	113
250x250	64.4 66.5 72.4 82.2	244 248 250 250	252 249 250 255	11 8 9 14	11 13 14 14	16 16 16 16	82.06 84.70 92.18 104.7	8790 9930 10800 11500	2940 3350 3650 3880	10.3 10.8 10.8 10.5	5.98 6.29 6.29 6.09	720 801 867 919	233 269 292 304
300x150	32.0 36.7	298 300	149 150	5.5 6.5	8 9	13 13	40.80 46.38	6320 7210	442 508	12.4 12.4	3.29 3.29	424 481	59.3 67.7
300x200	56.8	294	200	8	12	18	72.38	11300	1600	12.5	4.71	771	160

Size	Weght	Depth of Section (A)	Flange Width (B)	Thickness		Corner Radius (r)	Sectional Area	Moment of Inertia		Radius of Gyration		Modulus of Section
Size	Weght	Depth of Section (A)	Flange Width (B)	Web (t₁)	Flange (t₂)	Corner Radius (r)	Sectional Area	J_x	J_y	ix	iy	zx	zy
mm	kg/m	mm	mm	mm	mm	mm	cm	cm⁴	cm⁴	cm	cm	cm³	cm³
300 x 300	84.5 87.0 94.0 106 106	294 298 300 300 304	302 299 300 305 301	12 9 10 15 11	12 14 15 15 17	18 18 18 18 18	107.7 110.8 119.8 134.8 134.8	16900 18800 20400 21500 23400	5520 6240 6750 7100 7730	12.5 13.0 13.1 12.6 13.2	7.16 7.51 7.51 7.26 7.57	1150 1270 1360 1440 1540	365 417 450 466 514
350 x 175	41.4 49.6	346 350	174 175	6 7	9 11	14 14	52.7 63.1	11100 13600	792 984	14.5 14.7	3.88 3.95	641 775	91.0 112
350 x 250	69.2 79.7	336 340	49 250	8 9	12 14	20 20	88.1 101.5	18500 21700	3090 3650	14.5 14.6	5.92 6.00	1100 1280	248 292
350x350	106 115 131 137 156 159	338 344 344 350 350 356	351 348 354 350 357 352	13 10 16 12 19 14	13 16 16 19 19 22	20 20 20 20 20 20	135.3 146.0 166.6 173.9 198.4 202.0	28200 33300 35300 40300 42800 47600	9380 11200 11800 13600 14400 16000	14.4 15.1 14.6 15.2 14.7 15.3	8.33 8.78 8.43 8.84 8.53 8.90	1670 1940 2050 2300 2450 2670	534 646 669 776 809 909
400 x 200	56.6 66.0	396 400	199 200	7 8	11 13	16 16	72.16 84.12	20000 23700	1450 1740	16.7 16.8	4.48 4.54	1010 1190	145 174
400 x 300	94.3 107	386 390	299 300	9 10	14 16	22 22	120.1 136.0	33700 38700	6240 7210	16.7 16.9	7.81 7.28	1740 1980	418 481
400 x 400	140 147 168 172 197 200 232 283 415 605	388 394 394 400 400 406 414 428 458 498	402 398 405 400 408 403 405 407 417 432	15 11 18 13 21 16 18 20 30 45	15 18 18 21 21 24 28 35 50 70	22 22 22 22 22 22 22 22 22 22	178.5 186.8 214.4 218.7 250.7 254.9 295.4 360.7 528.6 770.1	49000 56100 59700 66600 70900 78000 92800 119000 187000 298000	16300 18900 20000 22400 23800 26200 31000 39400 60500 94400	16.6 17.3 16.7 17.5 16.8 17.5 17.7 18.2 18.8 19.7	9.54 10.1 9.65 10.1 9.75 10.1 10.2 10.4 10.7 11.1	2520 2850 3030 3330 3540 3840 4480 5570 8170 12000	809 951 985 1120 1170 1300 1530 1930 2900 4370
450 x 200	66.2 76.0	446 450	199 200	8 9	12 14	18 18	84.3 96.76	28700 33500	1580 1870	18.5 18.6	4.33 4.40	1290 1490	159 187

Size	Weght	Depth of Section (A)	Flange Width (B)	Thickness		Corner Radius (r)	Sectional Area	Moment of Inertia		Radius of Gyration		Modulus of Section
Size	Weght	Depth of Section (A)	Flange Width (B)	Web (t₁)	Flange (t₂)	Corner Radius (r)	Sectional Area	J_x	J_y	ix	iy	zx	zy
mm	kg/m	mm	mm	mm	mm	mm	cm	cm⁴	cm⁴	cm	cm	cm³	cm³
450x 300	106 124	434 440	299 300	10 11	15 18	24 24	135.0 157.4	46800 56100	6690 8110	18.6 18.9	7.04 7.18	2160 2550	448 541
500 x200	79.5 89.6 103	496 500 506	199 200 201	9 10 11	14 16 19	20 20 20	101.3 114.2 131.3	41900 47800 56500	1840 2140 2580	20.3 20.5 20.7	4.27 4.33 4.43	1690 1910 2230	185 214 257
500 x300	114 128	482 488	300 300	11 11	15 18	26 26	145.5 163.5	60400 71000	6760 8110	20.4 20.8	6.82 7.04	2500 2910	451 541
600 x200	94.6 106 120 134	596 600 606 612	199 200 201 202	10 11 12 13	15 17 20 23	22 22 22 22	120.5 134.4 152.5 107.7	68700 77600 90400 103000	1980 2280 2720 3180	23.9 24.0 24.3 24.6	4.05 4.12 4.22 4.31	2310 2590 2980 3380	199 228 271 314
600 x300	137 151 175	582 588 594	300 300 302	12 12 14	17 20 23	28 28 28	174.5 192.5 222.4	103000 118000 137000	7670 9020 10600	24.3 24.8 24.9	6.63 6.85 6.90	3530 4020 4620	511 601 701
700x300	166 185 215	692 700 708	300 300 302	13 13 15	20 24 28	28 28 28	211.5 235.5 273.6	172000 201000 237000	9020 10800 12900	28.6 29.3 29.4	6.53 6.78 6.86	4980 5760 6700	602 722 853
800 x 300	191 210 241	792 800 808	300 300 302	14 14 16	22 26 30	28 28 28	243.4 267.4 307.6	254000 292000 339000	9930 11700 13800	32.3 33.0 33.2	6.39 6.62 6.70	6410 7290 8400	662 782 915
900 x 300	213 243 286	890 900 912	299 300 302	15 16 18	23 28 34	28 28 28	270.9 309.8 364.0	345000 411000 498000	10300 12600 15700	35.7 36.4 37.0	6.16 6.39 6.56	7760 9140 10900	688 843 1040