短牛腿与深梁、桩帽基本上属于非受弯构件，其计算理论相对复杂、计算方法也不尽一致。
Corbels, deep beams and pile caps are included basically in non-flexural elements, the calculative theory of which is relatively complicated, and its calculative method of which is not consistent.
短牛腿与深梁、桩帽基本上属于非受弯构件，其计算理论相对复杂、计算方法也不尽一致。
Corbels, deep beams and pile caps are included basically in non-flexural elements, the calculative theory of which is relatively complicated, and its calculative method of which is not consistent.
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