On-Demand Course: Qualification of Post-Installed Adhesive Anchors (Part 1)

On-Demand Course: Qualification of Post-Installed Adhesive Anchors (Part 1)

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Notes/Preview

INSTRUCTIONS:

Read and study the material for this module. Then, complete and pass the corresponding 10-question quiz with a score of 80% or higher to receive a certificate for 0.1 CEU (equivalent to 1.0 PDH). This online course is not approved for credit with the Florida Construction Industry Licensing Board (CILB).

Continuing Education Credit: 0.1 CEU (1 PDH)

Access Period: 180 days

This course is included in the Anchorage Design Certificate Program. Completion of all courses in an ACI University Certificate Program will earn you a program certificate and digital badge. For more details, visit ACI University Certificate Programs.

Description

This module covers Chapters 1 through 3 of ACI 355.4-11, “Qualification of Post-Installed Adhesive Anchors in Concrete (ACI 355.4-11).” This document prescribes testing programs and evaluation requirements for post-installed adhesive anchors intended for use in concrete under the design provisions of ACI 318. These chapters cover the types of adhesive anchor systems qualified by this standard, the definition of terms used, and the general requirements.

This document is covered in three parts.

 

Document Details

Publication Year: 2015

ISBN:

Categories: Anchors

Formats: Online Learning

Table of Contents

Learning Objectives:

1. Identify the dimensional limits for adhesive anchors covered by this qualification procedure;

2. Recognize which tests are required and optional for adhesive anchor systems;

3. Understand the test program parameters for uncracked, and cracked and uncracked concrete; and

4. Find the minimum number of anchors to be tested for various conditions.

ERRATA INFO

Any applicable errata are included with individual documents at the time of purchase. Errata are not included for collections or sets of documents such as the ACI Collection. For a listing of and access to all product errata, visit the Errata page.

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