Size
(Flange)
H × B × ( tl ) × ( t2 )
Length Mass Cross Section Area
cm2
Second Moment of Area
cm4
Cross Section Secondary Radius
cm
Cross Section Factor
cm3
Unit Mass
kg/m
Mass (kg) of
Standard Length (6m)
a I × Iy i × iy Z × Zy
75 × 75 × 5 × 8 6,000 15.20 146 56.40 3.10 1.93 38.90 15.00
100 × 100 × 6 × 8 6,000 16.7 100 21.39 375 134 4.19 2.50 75.00 26.7
125 × 125 × 7 × 9 6,000 23.8 143 30.47 843 293 5.26 3.10 135 46.9
148 × 100 × 6 × 9 6,000 20.5 123 26.15 995 150 6.17 2.40 134 30.1
150 × 150 × 8 × 10 6,000 32.0 192 41.03 1640 563 6.33 3.71 219 75.1
200 × 100 × 6 × 8 6,000 21.4 128 27.39 1820 134 8.14 2.21 182 26.7
200 × 200 × 8 × 12 6,000 49.2 295 62.71 4660 1600 8.62 5.05 466 160
250 × 125 × 6 × 9 6,000 28.9 173 36.77 3940 293 10.40 2.82 315 47.0
250 × 250 × 9 × 14 6,000 71.4 428 90.77 10700 3650 10.80 6.34 854 292
300 × 300 × 10 × 16 6,000 97.4 584 123.80 21200 7200 13.10 フ.63 1410 480
350 × 250 × 9 × 14 6,000 99.77 22500 3650 15.00 6.05 1280 292
350 × 350 × 10 × 16 6,000 144.80 34200 11400 15.40 8.89 1950 654
350 × 350 × 12 × 19 6,000 171.90 39800 13600 15.20 8.89 2280 776
400 × 200 × 8 × 14 6,000 86.39 24500 1870 16.80 4.65 1230 187
400 × 300 × 10 × 16 6,000 133.80 39900 7200 17.30 7.34 1990 480
400 × 400 × 14 × 22 6,000 227.80 68800 23500 17.40 10.20 3440 1170
450 × 200 × 9 × 14 6,000 94.77 32600 1870 18.50 4.44 1450 187
450 × 300 × 12 × 18 6,000 159.10 58100 8110 19.10 7.14 2580 540
500 × 200 × 10 × 16 6,000 111.80 46600 2140 20.40 4.37 1860 214
600 × 200 × 10 × 16 6,000 121.80 70600 2140 24.10 4.19 2350 214
600 × 300 × 12 × 20 6,000 188.60 120000 9010 25.20 6.91 3990 601
600 × 300 × 14 × 25 6,000 228.90 145000 11300 25.20 7.01 4830 751