[강 널말뚝] 단 면 Section 치 수 Dimension 단면적 Sectional Area 단위중량 Unit Weight 단면2차모멘트 Moment of inertia 단면계수 Modulus of Section W H T per pile per pile per wall Width per pile per wall Width per pile per wall Width mm mm mm ㎠ kg/m km/㎡ ㎠ cm⁴/m ㎠ cm³/m YSP- I 400 75 8 46.49 36.5 91.2 429 3,820 66.4 509 YSP- U - 5 400 80 7.6 45.21 35.5 88.8 454 4,220 64.7 527 FSP - I A 400 85 8 45.21 35.5 88.8 598 4,500 88 529 YSP - II 400 100 10.5 61.18 48 120 986 8,690 121 869 FSP - II 400 100 10.5 61.18 48 120 1,240 8,740 152 874 YSP - U - 9 400 110 9.3 55.01 43.2 108 1,070 9,680 120 880 FSP - II A 400 120 9.2 55.01 43.2 108 1,460 10,600 160 880 YSP- III 400 125 13 76.42 60 150 1,920 16,400 196 1,310 FSP - III 400 125 13 76.42 60 150 2,220 16,800 223 1,340 YSP - U - 15 400 150 12.2 74.42 58.4 146 2,700 22,800 238 1,520 KWSP 400 150 13 76.4 60 150 3,060 22,400 278 1,500 YSP - IV 400 155 15.5 96.99 76.1 190 3,690 31,900 311 2,060 FSP - IV 400 170 14.7 96.99 76.1 190 4,670 38,600 362 2,270 YSP - U - 23 400 175 16.1 94.21 74 185 4,380 39,400 330 2,250 FSP - IV A 400 185 16 94.2 74 185 5,300 41,600 400 2,250 YSP - V 420 175 22.3 134 105 250 5,950 55,200 433 3,150 FSP - V L 500 200 24.3 133.8 105 210 7,960 63,000 520 3,150 FSP - VI L 500 225 27.6 153 120 240 11,400 86,000 680 3,820 KSP - L III 500 170 12 87.9 69 138 4,420 27,500 352 1,620