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标题: 拉力很大的刚性柱脚节点设计图，请高手指点 [打印本页]

作者: ofmouse 时间: 2011-3-11 17:51 标题: 拉力很大的刚性柱脚节点设计图，请高手指点

STAAD 出来的模型，模型没问题，得到最大值，拉力=9710KN，剪力=900KN，弯矩=300KN.m
采用24个M36螺栓，等级10.9，底板厚36mm，有加劲板。

第一次做，心虚得很，期望有高手可以告诉我附图的节点及计算是否有问题。
万分感谢。

附件: img-311173035-0001.pdf (2011-3-11 17:51, 29.84 K) / 下载次数 103
http://bbs.okok.org/attachment.php?aid=130845

作者: sunpower 时间: 2011-6-19 07:43

确实比较有挑战性，圆形柱角的弯曲的中心点如何取？

作者: kelin433 时间: 2011-6-26 08:18

ofmouse ,I didnt see your calcs in pdf file,

since input system is out of way,my poor english is coming:)

Now Nt for tensile force ,V for shear,M for bending

then the max uplift force for anchor bolt is

Nt/24+M*ymax/sigma(yi^2)=Nt (final),

i suggest that you just consider the 95% uplift capacity of anchor bolt.

for base plate and top plate,modeling it as a plate with boundary conditon of 3 fixed and 1 free is welcomed.

Let the shear key take the charge of V.

for stiffner,it bears compressive force,so just refer to relevant code

if possible,send ur std file to me?

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