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2)Y_(?)(y)和φ_(yi)(y)分别取为在宽度2α上受均布载荷的变截面悬臂厚板由康托洛维奇变分法求得的与X_(?)(x)和φ_(xj)(x)相对应的函数Y_j~*(y)和φ_(yj)~*(y),再加上考虑局部载荷特点进行修正的函数。 设分布在宽度2α上的均布载荷密度为q。在该均布载荷作用下的挠曲函数和转角函数为:
2) Y_ (?) (Y) and φ_ (yi) (y) are respectively taken as the difference between the Cantilevervich method and the X_ (?) Variable cross-section cantilever slab with uniform load on the width 2α, (y) and φj (yj) ~ * (y) corresponding to φ_ (xj) (x) and φ_ (xj) (x), together with the correction of local load. Assume that the uniform load density distributed over the width 2α is q. The deflection function and the angle function under this uniform load are: