HILTI Kwik bolt near a construction joint
HILTI Kwik bolt near a construction joint
(OP)
I am putting a kwik bolt 3 near an old construction joint in 4000 p.s.i. concrete. Is there any documentation that provides guidance on the subject. It will not land on the old joint. The joint is tapered into a curve formed into the wall. I am putting an anchor about 2-3" away from the joint. The joint is about 1" wide and a curved v about 1" deep.
Anyone have documentation or experience on this issue or comments.
Thanks
Anyone have documentation or experience on this issue or comments.
Thanks
RE: HILTI Kwik bolt near a construction joint
I guess you are taking about slab-on-grade. If I were you I will design the anchorage using base metal thickness minus 1'' (depth of CJ).
RE: HILTI Kwik bolt near a construction joint
Mike McCann
MMC Engineering
RE: HILTI Kwik bolt near a construction joint
RE: HILTI Kwik bolt near a construction joint
RE: HILTI Kwik bolt near a construction joint
Analysis and Design of arbitrary cross sections
Reinforcement design to all major codes
Moment Curvature analysis
http://www.engissol.com/cross-section-analysis-des...