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H - Japanese H sections

H Beam is developed and optimized from I beam so that H beams create an economical profiled steel with better mechanical capabilities. Hot rolled H beams are a cross- sectional shape of the H-section steel. Much appreciated for its rectangular arrangement of its various parts, H- beam can be used in all sorts of applications, saving cost with its light-weight characteristics and excellent structure with a good bending ability and simple construction. We can produce H Beam from top quality Steel Beams mills. And we regularly carry a stock over 80000 tons in China, with cheap prices and good quality.

The reasons Japanese steel beams are better because the web plates and flanges are in the plumb, but the inner flange running parallel to the outer one.Japan type H beams have very straight and clear edges. Steel beams can be used in lots of large buildings ,such as factories, high-rise buildings, as well as bridges, ships, hoisting and transport machinery, equipment foundation, stents, and foundation pile.

The features of Japan steel beams are as follows:

1)Hot rolled H beam is 15-20% lighter than traditional steel when load is same. hot rolled H beam steel can decrease 20-30% weight compared with concrete structure.
2) The cost is lower, comparing with I-shaped steel, sometimes can save about 30% cost in steel manufacture. Japanese steel beam precision is high, expensive soldering material and soldering seam are needless residual stress is little
3) The both surfaces of steel beams mutually parallel, which makes connection, processing and installation more easily. Stiffness is large, anti-bending ability is strong, Flange is wide

Our H beams mills in China allows us to produce beam products in different shapes and sizes. We can always meet the needs of our clients and We will continue our commitment to customer satisfaction through endless effort, sincerity, and trust.

Dimensions:
JIS G 3192: 2005
JIS A 5526: 2005

Tolerances:
JIS G 3192: 2005
JIS A 5526: 2005

 

 

Dimensions Sectional
Area
Weight Moment
of Inertia
Modulus
of Section
H B t1 t2 r        
mm mm mm mm mm cm2 kg/m cm4 cm3
100 50 5 7 10 12.16 9.54 192 38.5
125 60 6 8 10 17.01 13.3 417 66.8
100 100 6 8 10 21.9 17.2 383 76.5
150 75 5 7 10 18.16 14.3 679 90.6
125 125 6.5 9 10 30.31 23.8 847 136
148 100 6 9 13 27.25 21.4 1040 140
175 90 5 8 10 23.21 18.2 1220 140
198 99 4.5 7 13 23.59 18.5 1610 163
200 100 5.5 8 13 27.57 21.7 1880 188
150 150 7 10 13 40.55 31.9 1660 221
194 150 6 9 16 39.76 31.2 2740 283
248 124 5 8 13 32.89 25.8 3560 287
250 125 6 9 13 38.87 29.7 4080 326
175 175 7.5 11 13 51.43 40.3 2900 331
298 149 5.5 8 16 41.55 32.6 6460 433
200 200 8 12 16 64.28 50.5 4770 477
300 150 6.5 9 16 47.53 37.3 7350 490
244 175 7 11 16 56.24 44.1 6120 502
200 204 12 2 16 72.28 56.7 5030 503
346 174 6 9 16 53.19 41.8 11200 649
294 200 8 12 20 73.03 57.3 11400 779
350 175 7 11 16 63.66 50.0 13700 782
250 250 9 14 16 92.18 72.4 10800 867
250 255 14 14 16 104.7 82.2 11500 919
400 150 8 13 16 71.12 55.8 18800 942
396 199 7 11 16 72.16 56.7 20000 1010
294 302 12 12 20 108.3 85 17000 1160
400 200 8 13 16 84.12 66 23700 1190
450 150 9 14 20 83.41 65.5 27100 1200
340 250 9 14 20 101.5 79.7 21700 1280
446 199 8 12 20 84.95 66.7 29000 1300
300 300 10 15 20 120.4 94.5 20500 1370
300 305 15 15 20 135.4 106 21600 1440
450 200 9 14 20 97.41 76.5 33700 1500
500 150 10 16 20 98.23 77.1 38500 1540
496 199 9 14 20 101.3 79.5 41900 1690
500 200 10 16 20 114.2 89.6 47800 1910
344 348 10 16 20 146 115 33300 1940
390 300 10 16 24 136.7 107 38900 2000
506 201 11 19 20 131.3 103 56500 2230
350 350 12 19 20 173.9 137 40300 2300
596 199 10 15 24 121.2 95.1 69300 2330
482 300 11 15 28 146.4 115 60800 2520
388 402 15 15 24 179.2 141 492 2540
440 300 11 18 24 157.4 124 56100 2550
600 200 11 17 24 135.2 106 78200 2610
394 398 11 18 24 187.6 147 56400 2860
488 300 11 18 28 164.4 129 71400 2930
606 201 12 20 24 153.3 120 91000 3000
400 400 13 21 24 219.5 172 66900 3340
400 408 21 21 24 251.5 197 71100 3460
585 300 12 17 28 174.5 137 103000 3530
588 300 12 20 28 192.5 151 118000 4020
414 405 18 28 24 296.5 233 93000 4490
594 302 14 23 28 222.4 175 137000 4620
692 300 13 20 28 211.5 166 172000 4980
428 407 20 35 24 361.4 284 119000 5580
700 300 13 24 28 235.5 185 201000 5760
792 300 14 22 28 243.4 191 254000 6400
800 300 14 26 28 267.4 210 292000 7290
890 299 15 23 28 270.9 213 345000 7760
458 417 30 50 24 529.3 415 187000 8180
900 300 16 28 28 309.8 243 411000 9140
912 302 18 34 28 364.0 286 498000 10900
498 432 45 70 24 770.8 605 298000 12000

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