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On the basic assumption of WENCAL,using pre parameter method,the equation calculating multi element beam of different section and elasticity modulus on different groundsill are given in this paper. The programming language is QBASIC.

依据文克尔基本假定,利用初参数法推导出不同地基及不同地基梁截面弹性模量的多单元弹性地基梁计算公式,并用已编制的 QBASIC语言计算程序,通过实例计算,结果正确、合理。

On the basic assumption of WENCAL,using pre-param eter method,the equation calculating multi-element beam of different section and ela sticity modulus on different groundsill are given in this paper.The programming language is QBASIC.The results of example show that the calculation is correct and reasonable.

文摘:依据文克尔基本假定,利用初参数法推导出不同地基及不同地基梁截面弹性模量的多单元弹性地基梁计算公式,并用已编制的QBASIC语言计算程序,通过实例计算,结果正确、合理。

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Plunder melds and run with this jewel!

掠夺melds和运行与此宝石!

My dream is to be a crazy growing tree and extend at the edge between the city and the forest.

此刻,也许正是在通往天国的路上,我体验着这白色的晕旋。

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单击"保存"会将文件保存到主持人的硬盘或服务器上,而不是您自己的计算机上。