几何尺寸与公差论坛

 找回密码
 注册
查看: 473|回复: 0

appendix a section a3.5

[复制链接]
发表于 2009-9-7 12:32:24 | 显示全部楼层 |阅读模式
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?
您需要登录后才可以回帖 登录 | 注册

本版积分规则

QQ|Archiver|小黑屋|几何尺寸与公差论坛

GMT+8, 2025-1-11 00:25 , Processed in 0.037417 second(s), 20 queries .

Powered by Discuz! X3.4 Licensed

© 2001-2023 Discuz! Team.

快速回复 返回顶部 返回列表