イージーラーメン橋 概算工費【橋長14.70m、総幅員6.20m】

1 A= m2 W= 6,952,400 ,952,400 17,266,900 9,806,600 ,272,100 A1 ,268,700 A2 ,265,800 7,460,300 ,216,300 ,835,000 13,857,900 ,409,000 24,219,300 ,051,600 27,270,900 ,640,000 28,910,900317 /m2 L=m A=m2 H350 350 12 19 SM490Y 282,000 4,385,100 443,000 420,900 83,000 1,290,700 6 18m 9,800 551,700 HDZ55 89,7000 HDZ55 89,700 78,000 80 60 10,000 155,500 W 10 M12 SS400 11240 4,500 M12 259255 66,000 6,952,400 /m2 6,800 105,700 km 143,100 153,100 t 30,000 372,000 Co30-8-25N 13,840 631,100 Co24-8-25BB 14,210 79,600 7,150 309,600 5,730 232,100 4,390 134,300 1,7100 D22 231,750 329,100 1,600 249,600 165,750 848,600 As 2,100 154,400 1,620 119100 1,100 11,200 38,000 152,000 #70 11,800 17,600 C 46,700 1,373,000 5,272,100 78,000 78,00010076,283 A1 2,268,700 14,210 121,200 ,730 251,600 165,750 140,900100kg/m3 ,000 60,900 14,800 16,400.

2 440 16,000t= ,700 191,700 658,000 1,316,000SC PHC 500,L= ,900 154,000A2 2,265,800 14,210 121,200 ,730 251,600 165,750 140,900100kg/m3 ,000 60,900 14,800 16,400 ,440 16,000t= ,700 191,700 662,000 1,324,000SC PHC 500,L= ,900 143,100