{"id":395495,"date":"2024-10-20T04:20:04","date_gmt":"2024-10-20T04:20:04","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-347r-2014-2021\/"},"modified":"2024-10-26T08:05:58","modified_gmt":"2024-10-26T08:05:58","slug":"aci-347r-2014-2021","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-347r-2014-2021\/","title":{"rendered":"ACI 347R 2014 2021"},"content":{"rendered":"

Objectives of safety, quality, and economy are given priority in these guidelines for formwork. A section on contract documents explains the kind and amount of specification guidance the engineer\/architect should provide for the contractor. The remainder of the guide advises the formwork engineer\/contractor on the best ways to meet the specification requirements safely and economically. Separate chapters deal with design, construction, and materials for formwork. Considerations specific to architectural concrete are also outlined in a separate chapter. Other sections are devoted to formwork for bridges, shells, mass concrete, and underground work. The concluding chapter on formwork for special methods of construction includes slipforming, preplaced-aggregate concrete, tremie concrete, precast concrete, and prestressed concrete. Keywords: anchors; architectural concrete; coatings; construction; construction loads; contract documents; falsework; form ties; forms; formwork; foundations; quality control; reshoring; shoring; slipform construction; specifications; tolerances.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
3<\/td>\nTITLE PAGE <\/td>\n<\/tr>\n
4<\/td>\nCHAPTER 1\u2014INTRODUCTION AND SCOPE
1.1\u2014Introduction
1.2\u2014Scope
CHAPTER 2\u2014NOTATION AND DEFINITIONS
2.1\u2014Notation
2.2\u2014Definitions <\/td>\n<\/tr>\n
5<\/td>\nCHAPTER 3\u2014GENERAL CONSIDERATIONS
3.1\u2014Achieving economy in formwork <\/td>\n<\/tr>\n
6<\/td>\n3.2\u2014Contract documents <\/td>\n<\/tr>\n
7<\/td>\nCHAPTER 4\u2014DESIGN
4.1\u2014General <\/td>\n<\/tr>\n
9<\/td>\n4.2\u2014Loads <\/td>\n<\/tr>\n
11<\/td>\n4.3\u2014Member capacities
4.4\u2014Safety factors for accessories <\/td>\n<\/tr>\n
12<\/td>\n4.5\u2014Shores
4.6\u2014Bracing and lacing
4.7\u2014Foundations for formwork <\/td>\n<\/tr>\n
13<\/td>\n4.8\u2014Settlement
CHAPTER 5\u2014CONSTRUCTION
5.1\u2014Safety precautions <\/td>\n<\/tr>\n
14<\/td>\n5.2\u2014Construction practices and workmanship <\/td>\n<\/tr>\n
15<\/td>\n5.3\u2014Tolerances <\/td>\n<\/tr>\n
16<\/td>\n5.4\u2014Irregularities in formed surfaces
5.5\u2014Shoring and centering <\/td>\n<\/tr>\n
17<\/td>\n5.6\u2014Inspection and adjustment of formwork
5.7\u2014Removal of forms and supports <\/td>\n<\/tr>\n
19<\/td>\n5.8\u2014Shoring and reshoring of multistory structures <\/td>\n<\/tr>\n
21<\/td>\nCHAPTER 6\u2014MATERIALS
6.1\u2014General
6.2\u2014Properties of materials
6.3\u2014Accessories <\/td>\n<\/tr>\n
23<\/td>\n6.4\u2014Form coatings and release agents
CHAPTER 7\u2014ARCHITECTURAL CONCRETE
7.1\u2014Introduction <\/td>\n<\/tr>\n
24<\/td>\n7.2\u2014Role of architect <\/td>\n<\/tr>\n
25<\/td>\n7.3\u2014Materials and accessories
7.4\u2014Design <\/td>\n<\/tr>\n
26<\/td>\n7.5\u2014Construction <\/td>\n<\/tr>\n
27<\/td>\n7.6\u2014Form removal
CHAPTER 8\u2014SPECIAL STRUCTURES
8.1\u2014Discussion
8.2\u2014Bridges and viaducts, including high piers <\/td>\n<\/tr>\n
28<\/td>\n8.3\u2014Structures designed for composite action
8.4\u2014Folded plates, thin shells, and long-span roof structures <\/td>\n<\/tr>\n
29<\/td>\n8.5\u2014Mass concrete structures <\/td>\n<\/tr>\n
30<\/td>\n8.6\u2014Underground structures <\/td>\n<\/tr>\n
31<\/td>\nCHAPTER 9\u2014SPECIAL METHODS OF CONSTRUCTION
9.1\u2014Preplaced-aggregate concrete
9.2\u2014Slipforms <\/td>\n<\/tr>\n
33<\/td>\n9.3\u2014Permanent forms <\/td>\n<\/tr>\n
34<\/td>\n9.4\u2014Forms for prestressed concrete construction
9.5\u2014Forms for site precasting <\/td>\n<\/tr>\n
35<\/td>\n9.6\u2014Use of precast concrete for forms
9.7\u2014Forms for concrete placed under water <\/td>\n<\/tr>\n
36<\/td>\nCHAPTER 10\u2014REFERENCES <\/td>\n<\/tr>\n
37<\/td>\nAuthored references <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ACI PRC-347-14(21) Guide to Formwork for Concrete (Reapproved 2021)<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ACI<\/b><\/a><\/td>\n2014<\/td>\n40<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":395499,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-395495","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-aci","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/395495","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/395499"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=395495"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=395495"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=395495"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}