{"id":160839,"date":"2024-10-19T09:39:42","date_gmt":"2024-10-19T09:39:42","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-352-1r-11\/"},"modified":"2024-10-25T01:58:22","modified_gmt":"2024-10-25T01:58:22","slug":"aci-352-1r-11","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-352-1r-11\/","title":{"rendered":"ACI 352.1R 11"},"content":{"rendered":"

This guide provides recommendations for determining proportions and details of monolithic reinforced and post-tensioned concrete slab-column connections. Included are recommendations regarding appropriate uses of slab-column connections in structures resisting gravity and lateral forces; procedures for determination of connection load-carrying capacity; and reinforcement details to achieve adequate strength, ductility, and structural integrity. Recommendations are based on a review of the literature for ultimate and serviceability limit states. A commentary is provided to clarify the recommendations and identify reference material. Design recommendations are set in standard type. Commentary is set in italics. Keywords: connection; flat plate; flat slab; joint; lateral drift; post-tensioned; punching shear; seismic; shear reinforcement; slab-column.<\/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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
3<\/td>\nCONTENTS <\/td>\n<\/tr>\n
4<\/td>\nCHAPTER 1\u2014 INTRODUCTION AND SCOPE
1.1\u2014Introduction
1.2\u2014Scope <\/td>\n<\/tr>\n
5<\/td>\nCHAPTER 2\u2014 NOTATION AND DEFINITIONS
2.1\u2014Notation <\/td>\n<\/tr>\n
6<\/td>\n2.2\u2014Definitions
CHAPTER 3\u2014 CONNECTION CLASSIFICATIONS
3.1\u2014General <\/td>\n<\/tr>\n
7<\/td>\n3.2\u2014Connection classifications
3.2.1 <\/td>\n<\/tr>\n
9<\/td>\n3.2.2 <\/td>\n<\/tr>\n
10<\/td>\nCHAPTER 4\u2014 DESIGN CONSIDERATIONS
4.1\u2014Connection performance
4.2\u2014Types of actions on the connection
4.2.1
4.2.2
4.3\u2014Determination of connection forces
4.3.1
4.3.2
4.3.3 <\/td>\n<\/tr>\n
11<\/td>\nCHAPTER 5\u2014 METHODS OF ANALYSIS FOR DETERMINATION OF CONNECTION STRENGTH
5.1\u2014General principles and recommendations
5.2\u2014Connections without beams
5.2.1 Slab shear at the connection
5.2.1.1 Connections transferring shear <\/td>\n<\/tr>\n
13<\/td>\n5.2.1.2 Connections transferring shear and moment <\/td>\n<\/tr>\n
14<\/td>\n5.2.2 Slab flexure at the connection
5.3\u2014Connections with transverse beams
5.3.1
5.3.2 <\/td>\n<\/tr>\n
15<\/td>\n5.4\u2014Effect of openings
5.5\u2014Joint strength
5.5.1 Axial compression
5.5.2 Shear
CHAPTER 6\u2014 REINFORCEMENT
6.1\u2014Slab reinforcement for moment transfer
6.1.1 (a) Interior connections <\/td>\n<\/tr>\n
17<\/td>\n6.1.2
6.1.3
6.1.4
6.1.5 <\/td>\n<\/tr>\n
18<\/td>\n6.1.6
6.1.7 <\/td>\n<\/tr>\n
19<\/td>\n6.2\u2014Joint recommendations
6.2.1 Column longitudinal reinforcement
6.2.2 Transverse reinforcement
6.2.2.1 Type 1 connections <\/td>\n<\/tr>\n
20<\/td>\n6.2.2.2 Type 2 connections
6.3\u2014Structural integrity reinforcement
6.3.1 Connections without beams <\/td>\n<\/tr>\n
21<\/td>\n6.3.2 Connections with beams
6.3.2.1
6.3.2.2
6.4\u2014Anchorage of reinforcement
6.4.1 General recommendations
6.4.2 Recommendations for Type 1 connections
6.4.3 Recommendations for Type 2 connections
6.4.4 Hooked bars terminating at the connection <\/td>\n<\/tr>\n
22<\/td>\n6.4.5 Headed bars terminating at the connection
6.4.6 Straight bars terminating at the connection
6.4.7 Bars passing through the joint
CHAPTER 7\u2014 LATERAL DRIFT
7.1\u2014General <\/td>\n<\/tr>\n
23<\/td>\n7.2\u2014Lateral drift capacity <\/td>\n<\/tr>\n
24<\/td>\nCHAPTER 8\u2014 SHEAR REINFORCEMENT, INCLUDING FOR EARTHQUAKE-RESISTANT DESIGN
8.1\u2014General <\/td>\n<\/tr>\n
25<\/td>\n8.2\u2014Types of shear reinforcement
8.2.1 Steel stirrups
8.2.2 Shearheads
8.2.3 Shear studs <\/td>\n<\/tr>\n
26<\/td>\n8.2.4 Shearbands
8.3\u2014Shear strength of connections with shear reinforcement
8.3.1 Punching shear strength
8.3.2 Minimum shear reinforcement <\/td>\n<\/tr>\n
27<\/td>\n8.3.3 Reinforcement placement and detailing
CHAPTER 9\u2014 REFERENCES
9.1\u2014Referenced standards and reports <\/td>\n<\/tr>\n
28<\/td>\n9.2\u2014Cited references <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

352.1R-11: Guide for Design of Slab-Column Connections in Monolithic Concrete Structures<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ACI<\/b><\/a><\/td>\n2012<\/td>\n32<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":160844,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-160839","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\/160839","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\/160844"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=160839"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=160839"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=160839"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}