查看单个帖子
旧 2009-09-07, 12:32 PM   #1
huangyhg
超级版主
 
huangyhg的头像
 
注册日期: 04-03
帖子: 18592
精华: 36
现金: 249466 标准币
资产: 1080358888 标准币
huangyhg 向着好的方向发展
默认 appendix a section a3.5

appendix a section a3.5
folks,
in aci 318-02 appendix a, section a3.5, what is meant by "compression reinforcement shall be properly anchored".
check out our whitepaper library.
proper anchorage means that the steel needs to be developed sufficiently at the strut/node interface (at each end) to develop f's. this can be by straight development length, hooks, or some mechanical means. chapter 17 of the pca notes discusses this a bit.

thanks, i have a follow up question as well.
it appears that reinforcement could be used to increase the compressive strength of a strut.
however, the strength of a node is based entirely on the concrete failing in compression. the width of the nodal zone is equal to the width of the strut. so how does one benefit from using reinforcing in the strut when the design is controlled by the strength of the nodal zone.
any inputs?
__________________
借用达朗贝尔的名言:前进吧,你会得到信心!
[url="http://www.dimcax.com"]几何尺寸与公差标准[/url]
huangyhg离线中   回复时引用此帖
GDT自动化论坛(仅游客可见)