Hilti Kwik-Bolt II Designed to meet ACI 318, Appendix D
Hilti Kwik-Bolt II Designed to meet ACI 318, Appendix D
(OP)
A client chose to anchor a sign with some Kwik-Bolt II's that they had laying around a couple of weeks ago and the building department that had approved a different method of anchoring the sign is requiring calculations for the installation. Any suggestions or recommendations for showing that the Kwik-Bolt II's can meet current standards although Hilti doesn't have much of the data for the procedure in ACI 318?
aepaul
Auburn, WA





RE: Hilti Kwik-Bolt II Designed to meet ACI 318, Appendix D
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RE: Hilti Kwik-Bolt II Designed to meet ACI 318, Appendix D
RE: Hilti Kwik-Bolt II Designed to meet ACI 318, Appendix D
RE: Hilti Kwik-Bolt II Designed to meet ACI 318, Appendix D