{"id":161205,"date":"2024-10-19T09:40:56","date_gmt":"2024-10-19T09:40:56","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-224-2r-92-1992\/"},"modified":"2024-10-25T01:59:29","modified_gmt":"2024-10-25T01:59:29","slug":"aci-224-2r-92-1992","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-224-2r-92-1992\/","title":{"rendered":"ACI 224.2R 92 1992"},"content":{"rendered":"

This report is concerned with cracking in reinforced concrete caused primarily by direct tension rather than bending. Causes of direct tension cracking are reviewed, and equations for predicting crack spacing and crack width are presented. As cracking progresses with increasing load, axial stiffness decreases. Methods for estimating postcracking axial stiffness are discussed. The report concludes with a review of methods for controlling cracking caused by direct tension. Keywords: cracking (fracturing); crack width and spacing; loads (forces); reinforced concrete; restraints; stiffness; strains; stresses; tensile stress; tension; volume change.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nCONTENTS <\/td>\n<\/tr>\n
2<\/td>\nCHAPTER l- INTRODUCTION
CHAPTER 2- CAUSES OF CRACKING
2.1-Introduction
2.2-Applied loads <\/td>\n<\/tr>\n
3<\/td>\n2.3-Restraint
CHAPTER 3- CRACK BEHAVIOR AND
3.1- Introduction
3.2-Tensile strength <\/td>\n<\/tr>\n
4<\/td>\n3.3-Development of cracks
3.4-Crack spacing <\/td>\n<\/tr>\n
5<\/td>\n3.5-Crack width <\/td>\n<\/tr>\n
6<\/td>\nCHAPTER 4- EFFECT OF CRACKING ON AXIAL STIFFNESS
4.1-Axial stiffness of one-dimensional members <\/td>\n<\/tr>\n
7<\/td>\n4.2- Finite element applications <\/td>\n<\/tr>\n
8<\/td>\n4.3-Summary <\/td>\n<\/tr>\n
9<\/td>\nCHAPTER 5- CONTROL OF CRACKING
5.1-Introduction
5.2-Control of cracking caused by applied loads
5.3-Control of cracking caused by restraint of volume <\/td>\n<\/tr>\n
10<\/td>\nNOTATION
CONVERSION FACTORS-SI EQUIVALENTS
CHAPTER 6- REFERENCES
6.1-Recommended references <\/td>\n<\/tr>\n
11<\/td>\n6.2- Cited references <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

224.2R-92: Cracking of Concrete Members in Direct Tension (Reapproved 2004)<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ACI<\/b><\/a><\/td>\n1992<\/td>\n12<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":161208,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-161205","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\/161205","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\/161208"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=161205"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=161205"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=161205"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}