等辺山形鋼(JIS G3192−2005    更新:08.02.13
標準断面寸法 断面積 単位重量
A x B t1 R1 R2 cm2 kg/m
20x 20 3.0 4.0 2.0 1.127 0.885
25x 25 3.0 4.0 2.0 1.427 1.120
25x 25 5.0 4.0 3.0 1.727 1.360
30x 30 3.0 4.0 2.0 2.746 2.160
40x 40 3.0 4.5 2.0 2.336 1.830
40x 40 5.0 4.5 3.0 3.755 2.950
45x 45 4.0 6.5 3.0 3.492 2.740
45x 45 5.0 6.5 3.0 4.302 3.380
50x 50 4.0 6.5 3.0 3.892 3.060
50x 50 5.0 6.5 3.0 4.802 3.770
50x 50 6.0 6.5 4.5 5.644 4.430
60x 60 4.0 6.5 3.0 4.692 3.680
60x 60 5.0 6.5 3.0 5.802 4.550
A x B t1 R1 R2 cm2 kg/m
65x 65 5.0 8.5 3.0 6.367 5.000
65x 65 6.0 8.5 4.0 7.527 5.910
65x 65 8.0 8.5 6.0 9.761 7.660
70x 70 6.0 8.5 4.0 8.127 6.370
75x 75 6.0 8.5 4.0 8.727 6.850
75x 75 9.0 8.5 6.0 12.960 9.960
75x 75 12.0 8.5 6.0 16.560 13.000
80x 80 6.0 8.5 4.0 9.327 7.320
90x 90 6.0 10.0 5.0 10.550 8.280
90x 90 7.0 10.0 5.0 12.220 9.590
90x 90 10.0 10.0 7.0 17.000 13.300
90x 90 13.0 10.0 7.0 21.710 17.000
A x B t1 R1 R2 cm2 kg/m
100x100 7.0 10.0 5.0 13.620 10.700
100x100 10.0 10.0 7.0 19.000 14.900
100x100 13.0 10.0 7.0 24.310 19.100
120x120 8.0 12.0 5.0 18.760 14.700
130x130 9.0 12.0 6.0 22.740 17.900
130x130 12.0 12.0 6.5 29.760 23.400
130x130 15.0 12.0 6.5 36.750 28.800
150x150 12.0 14.0 7.0 34.770 27.300
150x150 15.0 14.0 10.0 42.740 33.600
150x150 19.0 14.0 10.0 53.380 41.900
A x B t1 R1 R2 cm2 kg/m
175x175 12.0 15.0 11.0 40.520 31.800
175x175 15.0 15.0 11.0 50.210 39.400
200x200 15.0 17.0 12.0 57.750 45.300
200x200 20.0 17.0 12.0 76.000 59.700
200x200 25.0 17.0 12.0 93.750 73.600
250x250 25.0 24.0 12.0 119.400 93.700
250x250 35.0 24.0 18.0 162.600 128.000
A x B t1 R1 R2 cm2 kg/m

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