When actual span D-value of equal section continuous beam in designs is less 10%, equal span chart is employed to calculate internal force.
在设计中当等截面连续梁的计算跨度相差不超过10%时,可用等跨的图表来进行内力计算。
If the stiffness of the floor stab can be considered as rigid enough, the lateral stiffness of the correlative columns could be calculated directly using conventional D-value method.
如果考虑楼板的刚度足够大,利用传统的D值法可以直接计算出相关柱的侧移刚度。
So I don't know don't, John, I would argue if I'd written this better, I would have had a method that returned the x- and the y- value, and it would be cleaner to go after it that way.
我会去辩论这么写是不是更好,我也可以写一个,返回x坐标和y坐标的方法,这么做可能会更清楚一点,这是很棒的缩写,好。
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