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在双排竹脚手架平面有限元理论分析和试验研究的基础上，提出了实用设计与计算的理论。根据大量的电算结果，将整体稳定承载力转换为单杆上的临界力。最终给出以单杆为计算对象的整体稳定问题计算长度系数μ值。
On the basis of theoretical analysis and experimental study of the double-deck bamboo scaffolding plane finite element method, the theory of practical design and calculation is put forward. According to a large number of computing results, the overall stability of the bearing capacity into a single rod on the critical force. In the end, the length coefficient μ is calculated with the overall stability problem of single pole as the object of calculation.