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本文通过对挑梁上下砌体破坏机理的分析,提出弹性挑梁与刚性挑梁的理论计算建议,并据此提出简化计算方法供工程设计采用,与实验结果符合程度尚可。
Based on the analysis of the failure mechanism of the upper and lower masonry beams, this paper proposes theoretical calculations for the elastic cantilever beam and the rigid cantilever beam, and proposes a simplified calculation method for the engineering design. The degree of coincidence with the experimental results is acceptable.