研究表明，按浅梁方法计算深梁的应力，所得结果与实际不符。
Research indicates that results of deep beam's stresses calculated by the method of shallow beam don't conform to reality.
钢筋混凝土浅梁和深梁受剪承载力计算公式的衔接一直尚未较好解决。
The linking between formulas of shallow beam and deep beam is a problem that has not been well solved.
同时，理论分析了地表厚松散层浅埋煤层顶板不存在砌体梁结构，因而不能应用砌体梁理论计算支架载荷。
Theoretical Analysed the roof without voussoir beam structure in shallow seam mining under thick unconsolidated layers, thus, cann't use voussoir beam theory to compute the force of supports.
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