通过实际算例同其他公式相比较分析，给出了一种实用方便的正截面极限承载力验算公式。
The analysis and comparison with other formula by calculation examples offer a more convenient and practical formula for normal section flexural load-bearing capacity.
通过与实际值及其它方法对比表明，该方法预测结果可靠，受人为因素影响较小，实用方便。
The predicted results of GMDG are reliable and practical by comparing with actual data and other method results.
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