表 1 U 型钢板桩截面尺寸、截面面积、理论重量及截面特性.xls

表 1 U 型钢板桩截面尺寸、截面面积、理论重量及截面特性 Section type W1*H1 Width W1 Height H1 Thickness t Per PilePer liner Meter of Wall Sectional area Weigh Moment of Inertia Ix Section Modulus Wx Sectional area Weigh Moment of Inertia Ix Section Modulus Wx mmmmmmcm2kg/mcm4cm3cm2kg/m2cm4cm3 400*8540085845.2135.55988811388.74500529 400*10040010010.561.18481240152153120.18740874 400*1204001209.255.0143.21460160137.5107.910600880 400*1254001251376.42602220223191149.9168001340 400*15040015013.174.458.42790250186146228001520 400*1604001601696.976.14110334242190344002150 400*17040017015.596.9976.14670362242.5190.4386002270 400*18540018516.194.21745300400235.1184.6416002250 500*20050020024.3133.81057960520267.6210.1630003150 500*22550022527.6153120.111400680306240.2860003820 600*13060013010.378.761.82110203131.2103130001000 600*18060018013.4103.981.65220376173.2136324001800 600*21060021018135.3106.28630539225.5177567002700 表 2 U型钢板桩尺寸、外形允许偏差 itemTolerance width 10 mm,- 5 mm Height4 Thickness Under 10 mm1.0 mm 10 mm over to 16 mm, excl 1.2 mm 16 mm over1.5 mm Length not spcified, -0 Sweep Lengh 10 m and under0.12 max. * Lengh Lengh over 10 m Lenghth-10m*0.1012mm max Camber Lengh 10 m and under0.25 max. * Lengh Lengh over 10 m Lenghth-10m*0.2025mm max Ends Out-of-square4 max * Width