U型钢板桩截面尺寸.docxVIP

U型钢板桩截面尺寸、截面面积、理论重量及截面特性 型号 (宽度×高度)有效宽度W1 mm有效高度H1 mm腹板厚度t mm单根材每米板面截面面积 cm2理论重量 kg/m惯性矩Ix cm4截面模量Wx cm3截面面积 cm2理论重量 kg/m2惯性距Ix cm4截面模量Wx cm3400×85400858.045.2135.559888113.088.74500529400×10040010010.561.1848.01240152153.0120.18740874400×12540012513.076.4260.02220223191.0149.9168001340400×15040015013.174.4058.42790250186.0146.0228001520400×16040016016.096.976.14110334242.0190.0344002150400×17040017015.596.9976.14670362242.5190.4386002270500×20050020024.3133.8105.07960520267.6210.1630003150500×22550022527.6153.0120.111400680306.0240.2860003820600×13060013010.378.7061.82110203131.2103.0130001000600×18060018013.4103.981.65220376173.2136.0324001800600×21060021018.0135.3106.28630539225.5177.0567002700750×20575020410.099.277.96590456132103.8287101410750205.511.5109.986.37110481147115.032850160075020612.0113.489.07270488151118.7342701665750×220750220.510.5112.788.58760554150118.039300178075022212.0123.496.99380579165129.2444402000750222.512.5127.099.79580588169132.9461802075750×225750223.513.0130.1102.19830579173136.150700227075022514.5140.6110.410390601188147.2562402500750225.515.0144.2113.210580608192150.9581402580 拉森 HYPERLINK /sell/_%e9%92%a2%e6%9d%bf%e6%a1%a9_.html \t _blank 钢板桩计算： 1、?支护单边（拉森钢板）每米重=1/0.4*6*60=900KG 2、?支护双边全长（拉森 HYPERLINK /view/1046383.htm \t _blank 钢板）全重=900*2*67=120600KG 3、?加劲板重=38.1*67*2=5105.4KG 4、?支撑重=96.18*2.5*67/3=5370.05 5、?合计=5370.05+5105.4+120600=13107