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ACI 318 Provisions for Post-Installed Rebar Development Length

Posted by Axelabout 6 years ago

by Chris Gamache, P.E. in January 2018 Structure Mag

Adhesive Anchor systems,Structure Mag,anchor publication,rebar using ACI 318

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Reinforcing Bar Development Length using the Provisions of ACI 318

A key aspect of reinforced concrete design is the calculation of the required reinforcing area and the required development and splice lengths for proper reinforcement details. In most structures, the reinforcement is cast with the concrete and subsequent concrete pours, i.e. “new” concrete, is placed around the cast-in-place reinforcement protruding from the existing concrete...

Check out the full Structure Mag article.

Christopher Gamache is the Manager of Approvals and Project Engineering / Anchors, for Hilti North America. He is responsible for creating the technical data for the Hilti North American Product Technical Guide, Volume 2, for Anchor Fastening, and publishing external evaluation reports such as ICC-ES ESR’s.

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