ACI 334.1 2022

$29.25

ACI PRC-334.1-22: Concrete Shell Structures – Guide

Published By	Publication Date	Number of Pages
ACI	2022	27

Guaranteed Safe Checkout

Category: ACI

If you have any questions, feel free to reach out to our online customer service team by clicking on the bottom right corner. We’re here to assist you 24/7.
Email:[email protected]

Description

This guide discusses the practical aspects of shell design, including recommendations for designers of thin concrete shells. General guidance based on current practice is given on analysis, proportioning, reinforcing, and construction. A selected bibliography on analytical methods, featuring design tables and aids, is included to assist the engineer. Keywords: buckling; design; double-curvature shell; edge beam; folded plate; formwork; model; prestressing; reinforcement; shell; single-curvature shell; splice; stiffening member; supporting member; thickness; thin shell.

PDF Catalog

PDF Pages	PDF Title
3	TITLE PAGE
4	CHAPTER 1—INTRODUCTION AND SCOPE 1.1—Introduction 1.2—Scope CHAPTER 2—DEFINITIONS 2.1—Definitions CHAPTER 3—SHELL TYPES 3.1—Examples of shell types
5	3.2—Folded plates—Group 1
6	3.3—Single curvature—Group 2
7	3.4—Single curvature with varying radius—Group 3
8	3.5—Double curvature with identical constant curvatures in the orthogonal principal directions—Group 4
10	3.6—Double curvature with varying curvatures in the principal directions—Group 5
12	3.7—Double curvature with principal curvatures in opposite directions (constant and varying radius)—Group 6
14	3.8—Free-form shells—Group 7 3.9—Form-found shells—Group 8
15	3.10—Grid shells—Group 9 3.11—Combined shells—Group 10
19	3.12—Conclusion CHAPTER 4—ANALYSIS OF SHELLS 4.1—Introduction 4.2—General procedures 4.3—Analytical procedures
20	4.4—Supporting member analysis 4.5—Stability analysis 4.6—General analytical considerations
21	CHAPTER 5—DESIGN OF SHELLS 5.1—Introduction 5.2—Materials (ACI 318.2-19 Section 2.2)
22	5.3—Connection to other members (ACI 318.2-19 Section 2.3) 5.4—Stability (ACI 318.2-19 Section 2.4) 5.5—Minimum thickness (ACI 318.2-19 Section 3.1) 5.6—Compressive stress (ACI 318.2-19 Section 3.2) 5.7—Stress limits in prestressed shells (ACI 318.2-19 Section 3.3) 5.8—Analysis methods (ACI 318.2-19 Section 4.1.2.2) 5.9—Inelastic analysis (ACI 318.2-19 Section 4.1.2.3)
23	5.10—Experimental analysis (ACI 318.2-19 Section 4.1.2.4) 5.11—Combined forces (ACI 318.2-19 Section 5.1.1) 5.12—Principal stresses (ACI 318.2-19 Section 6.1.2) 5.13—Lap lengths (ACI 318.2-19 Section 7.3.2(a)) 5.14—Lap lengths (ACI 318.2-19 Section 7.3.2(c)) 5.15—Lap lengths (ACI 318.2-19 Section 7.4) CHAPTER 6—CONSTRUCTION 6.1—Introduction 6.2—Formwork, form removal, and decentering 6.3—Materials
24	6.4—Placement of reinforcement 6.5—Placement of concrete 6.6—Curing of concrete 6.7—Tolerances CHAPTER 7—REFERENCES 7.1—Referenced standards and reports
25	Authored documents