Jun 15, 2023 · In ACI 318-14 chapter 17 effective embedment depth (hef)is used in equations to determine concrete breakout strength for a single anchor in tension, and for anchor groups. …

Aug 12, 2013 · Is there a guide to minimum embedment depth for anchors? I have 1" anchors that are only used to resist shear with no tension (equipment support on slide plates). What should I …

Nov 17, 2005 · I posted this in the Marine/Ocean Engineering forum, but no one was biting... I'm looking into rules/requirements for just how much a pile should extend into its pile cap. The …

Jul 3, 2002 · For a #6 bar this equates to 21 inch embedment depth. If I use ESR-2508 (Table 5B - Set-XP Epoxy Adhesive Anchor Rebar Bond Strenght Design Information), for a #6 bar, the …

Feb 12, 2025 · I have a couple of questions on one of the provisions that has been added in ACI 318-19. The clause on 17.1.6 states: Reinforcement used as part of an embedment shall have …

Sep 14, 2007 · I am working on a project where the plans specify epoxy dowel installation according to ICBO ER-5193 (also allows for Simpson SET). My question is, is there a standard …

Jan 8, 2010 · This is probably a dumb question, but is there a simple rational method to determine the required depth of embedment for a single headed anchor bolt in normal reinforced concrete …

Sep 13, 2011 · Should I extend the doweled rebar equal to Concrete Cover + Ldh (hook development length) + embedment for epoxy anchoring, or is it sufficient to dowel it just the …

Jun 3, 2008 · I am trying to find the calculation to figure out the minimum embedment needed. A project of ours has had the foundations poured and the GC noticed that all the Anchorbolts are …

May 17, 2001 · I am reviewing a sketch with a call-out of #5 grade 60 dowels @ 6" c/c, with 5-5/8" embedment with HILTI HIT HY 200 resin. 4000 psi concrete, assumed UNcracked, non-seismic, …