![]() 9.2 load applications that are predominantly high cycle fatigue or impact loads are not covered.) 1 k Ultimate Factored Tensile Load (kips) 1 k Ultimate Factored Shear Load (kips) Ductile Steel Element Yes Potential Failure Surfaces crossed by supplementary reinforcement proportioned to tie prism into the structural member? Post-Installed Anchor Type Category 1: LOW sensitivity to instalation and HIGH reliability Category 1 Category 2: MEDIUM sensitivity to instalation and MEDIUM reliability Category 3: HIGH sensitivity to instalation and LOW reliability No Anchor located in a region of concrete member where analysis indicates no cracking at service load levels? (YES = No Cracking Anticipat No Anchors are located in region of moderate or high seismic risk, or structures assigned to intermediate or high seismic performance or design categories. FOR CONCRETE ANCHOR DESIGN BASED ON ACI318-05 APPENDIX D NOTES & SKETCHES Loads: (Per Applicable Loads Combinations in Sect.
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