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..................................................................................................................56th.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？......................................................67th.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？...........................78th.横梁计算时，其边界约束应该如何控制？..........................................................................................89th.箱梁顶面有横坡时，计算结果可靠吗？..............................................................................................910th.桩土侧向弹性系数该如何输入？....................................................................................................1011th.桥博能不能计算地锚式悬索桥?......................................................................................................102.荷载...................................................................................................................................................................1212th.桥博与荷载横向分布系数计算方法................................................................................................1213th.横向分布系数在不同的模型中应填入何值？................................................................................1314th.桥博横向计算原理............................................................................................................................1415th.为何公路荷载时不用指明车道数?..................................................................................................1616th.使用刚接板梁计算横向分布系数时，悬臂惯矩应如何计算？....................................................1723rd.桥博计算荷载横向分布系数时是否考虑了车轮距路缘石0.5cm的距离？.................................1724th.程序是否会自动考虑0.5倍的梯度温度的负稳定效应？..............................................................1725th.横向分布计算工具中，“桥面中心线”是全桥宽度的中心线还是分隔带的中心线？...............1826th.荷载横向分布系数计算中，对于汽车荷载的横向分布系数含义解释为“基于一列汽车的”？1827th.空间计算时特载的输入....................................................................................................................193.施工...................................................................................................................................................................2028th.悬浇挂篮施工模拟方法：................................................................................................................2029th.施工阶段永久荷载该如何加载？................................................
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