H形鋼(細幅)

H×B t1 t2 Ix Iy ix iy Zx Zy ib η Iw Zpx Zpy
100×5057811.859.318714.83.981.1237.55.911.313.751.5332044.19.52
125×6068816.6913.140929.14.951.3265.59.711.574.12.8999676.915.6
150×7557817.8514666506.111.6688.813.21.965.62.31253010220.8
175×9058822.9181210987.262.0613821.72.395.813.77680015633.6
198×994.57822.6917.815401138.252.2415622.92.67.432.841030017535.5
200×1005.58826.6720.918101348.232.2418126.72.636.574.481230020541.6
248×12458831.9925.1345025510.42.8227841.13.278.195.233670031263.2
250×12569836.9729396029410.42.82317473.37.337.814270035872.7
298×1495.581340.832632044212.43.2942459.33.859.616.699190047591.8
300×1506.591346.7836.7721050812.43.2948167.73.878.619.95108000542105
346×174691352.4541.21100079114.53.88638914.531010.9225000712140
350×1757111362.9149.41350098414.63.967711124.68.3519.4283000864173
354×1768131373.4557.716000118014.84.019061344.657.231.63440001020208
396×1997111371.4156.119800145016.64.59991455.239.4522.15370001110223
400×2008131383.3765.423500174016.84.5611701745.298.1335.96510001310267
404×2019151395.4174.927200203016.94.6213502025.347.1654.77690001510312
446×1998121382.9765.128100158018.44.3612601595.169.6430.37440001420245
450×2009141395.4374.932900187018.64.4314601875.238.447.28890001650290
456×20110171311287.939800231018.94.5417502295.317.0980.511100001980355
496×1999141399.2977.940800184020.34.3116501855.149.1648.110700001870288
500×200101613112.288.246800214020.44.3618702145.28.1370.712500002130333
506×201111913129.310255500258020.74.4621902565.28711415300002500399
596×199101513117.892.566600198023.84.122401995.031064.116700002580312
600×200111713131.7103756002270244.1625202275.098.9891.419300002900358
606×201122013149.811888300272024.34.2629102705.177.814123400003360426
612×202132313168132101000317024.64.3533103145.256.9120727500003820495

記号

断面積(cm2)
単位長さ重量(kg/m)
Ix・Iy
断面二次モーメント(cm4)
ix・iy
断面二次半径(cm)
Zx・Zy
断面係数(cm3)
Zpx・Zpy
塑性断面係数(cm3)
ib
圧縮フランジとはりせいの1/6からなるT形断面のウェブ軸まわり断面2次半径(cm)
η
ib×H/Af
サブナンねじり定数(cm4)
Iw
曲げねじり定数(cm6)