On the basis of it, the formulas of calculating crack load and ratio of stirrup disposition were gained.
在此基础上推导了连续组合梁纵向开裂荷载的计算公式并结合试验给出了箍筋配置计算公式。
The crack load increases with the increase of the amount of the prestressing steel or the tensioning stress.
预应力筋用量的增加、张拉控制应力的增大使预应力框架梁、柱的开裂荷载提高。
The crack load of the frame applied horizontal load and vertical load is larger than that of the same frame applied vertical load only.
梁、柱开裂荷载在既受水平荷载又受竖向荷载情况下都比相应的只受竖向荷载的情况下要小。
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