The entry section shape and the reasonable design of inclined beam were determined according to the analysis of key blocks and the results of numerical simulation.
由关键块的分析和数值模拟结果，确定了综放沿空小断面留巷的断面形状，给出了斜梁的合理支护设计。
The deep beam computing method is used for transition beams design and shape steel is set to improve the connection performance with columns.
此转换梁按深梁计算方法进行配筋设计，并内置型钢以增强与柱的连接性能。
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