钢筋混凝土偏心受拉构件裂缝宽度简化计算
An Analysis on the Stell-structure CAD Software Preprocessing Found on OWL
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摘要: 本文结合ＧＢＪ１０－８９《规范》，提出了钢筋混凝土贮仓仓壁、矩形水池池壁等偏心受拉构件裂缝宽度简化计算公式，并按工程中常用截面尺寸、配筋编制了最大裂缝宽度允许拉力值计算表格。Abstract: In this paper,interface design、date structure and data saving are introduced.A practical example of creating and modifying axis is also given.
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