桥梁博士V3.2用户疑难解答同豪土木工程咨询有限公司产品部1目录1.单元.....................................................................................................................................................................41st.全预应力构件中，普通钢筋输入还是不输入?对结果有多大影响？................................................42nd.附加截面如何添加钢筋信息？.............................................................................................................43rd.桥博中预应力钢束相关单元号是怎么用的？......................................................................................54th.从CAD导入截面时不成功的几种可能原因.........................................................................................55th.通用截面拟合时的一个错误.................................................................................................................66th.梁格模型中扭矩系数如何计算，对纵梁计算结果有什么影响？......................................................77th.桥博预应力钢束信息中”松弛率”与规范中指定的”松弛系数”是什么关系？...................................88th.横梁计算时，其边界约束应该如何控制？........................................................................................109th.箱梁顶面有横坡时，计算结果可靠吗？............................................................................................1010th.桩土侧向弹性系数该如何输入？...................................................................................................1211th.桥博能不能计算地锚式悬索桥?......................................................................................................192.荷载...................................................................................................................................................................201st.桥博与荷载横向分布系数计算方法...................................................................................................202nd.横向分布系数在不同的模型中应填入何值？....................................................................................213rd.桥博横向计算原理...............................................................................................................................224th