dcl-2计算书（Dcl-2 statement）.doc

dcl-2计算书（Dcl-2 statement） ----------------------------------------------------------------------------- |简支焊接工字型钢吊车梁设计输出文件| |输入数据文件：DCL1 | |输出结果文件：dcl1.out | |设计依据：建筑结构荷载规范GB50009-2001 | |钢结构设计规范GB50017-2003 | |设计时间：1 / 6 / 2010 | ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- |吊车数据：（重量单位为T；长度单位为m）| | --------------------------------------------------------------------------- | |序号起重量工作级别一侧轮数Pmax Pmin小车重吊车宽度轨道高度| | --------------------------------------------------------------------------- | | 1 5 A1 ~ A3软钩2 4.50 1.51 1 3.500 0.134 | |卡轨力系数α：0 |轮距：3 | ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- |输入数据说明：| |罗：吊车梁跨度| | LO2：相邻吊车梁跨度| | Sdch: crane | units | Dch1: first number | | Dch2: second serial number (only one =0) | | type Kind: crane beam, /1 brake brake truss structure /2 /3 / | brake plate | Ig1: steel /3.Q235/16.Q345/ steel, | The Izxjm: section of the /1. program | optional auto select section /0. / | checking section | | | h: crane beam high | | db: web thickness | | b: flange width | | tT: flange thickness | The width of the flange | | b1: The thickness of | flange | t1: The diameter of the bolt hole | | d1: connection rail crane The diameter of the bolt hole | | d2: is connected with a brake plate | e1: connection rail bolt hole to crane beam center distance | | e2: connection of the brake plate bolt hole to the brake plate edge distance | | Iend: variable cross-section type /0 arc /1 /2 / | rectangular trapezoid The height of | | dbH: variable cross section crane beam end | dbL: variable cross-section position to support variable cross section crane beam distance | | dbTw: end web thickness | variable cross section crane beam | dbR: arc cross-section radius | | | -----------------------------------------------------------------------------