{"id":25886,"date":"2024-10-17T00:33:40","date_gmt":"2024-10-17T00:33:40","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-28-00-2000\/"},"modified":"2024-10-24T13:42:47","modified_gmt":"2024-10-24T13:42:47","slug":"asce-28-00-2000","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-28-00-2000\/","title":{"rendered":"ASCE 28 00 2000"},"content":{"rendered":"

This Standard provides the latest in design and recommended installation procedures for precast concrete box sections for jacking in trenchless construction intended for the conveyance of sewage, industrial wastes, storm water and drainage, and for utilities and access ways. The Direct Design Method accounts for the interaction between the box section and soil or grout envelope in determining loads and distribution of earth pressure on buried box sections in additions to longitudinal loads due to jacking. The loads and pressure distributions are used to calculate circumferential moment, thrust, and shear in the wall\/slab to determine required reinforcement. The design criteria include: structural aspects, such as circumferential flexure, thrust, and shear strengths; crack width control; longitudinal thrust produced by jacking; and handling and installation<\/span><\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
17<\/td>\nDesign Requirements By Jacking Cont
Design Requirements By Jacking Cont
10.0 Design Requireme
10.0 Design Requireme <\/td>\n<\/tr>\n
19<\/td>\n11.0 Materials
11.0 Materials
Transverse Loads
Transverse Loads <\/td>\n<\/tr>\n
24<\/td>\nStress Analysis for Effects of Transverse Loads
Stress Analysis for Effects of Transverse Loads
15.0 Transverse Reinforcement
15.0 Transverse Reinforcement <\/td>\n<\/tr>\n
31<\/td>\n17.0 Box Section Designation
17.0 Box Section Designation <\/td>\n<\/tr>\n
32<\/td>\nAI O Scope
AI O Scope <\/td>\n<\/tr>\n
33<\/td>\nB 1 O General
B 1 O General <\/td>\n<\/tr>\n
34<\/td>\nB2.0 Jacking Pit
B2.0 Jacking Pit
B3.0 Shields
B3.0 Shields <\/td>\n<\/tr>\n
35<\/td>\nB4.0 Joints
B4.0 Joints
B5.0 Excavation
B5.0 Excavation
B6.0 Jacking
B6.0 Jacking
Intermediate Jacking Stations
Intermediate Jacking Stations
B8.0 Lubrication and Coatings
B8.0 Lubrication and Coatings <\/td>\n<\/tr>\n
36<\/td>\nB9.0 Reception
B9.0 Reception
C1.O General
C1.O General
Jacking Resistance
Jacking Resistance
C3.0 Lubrication
C3.0 Lubrication
Jacking Operation
Jacking Operation <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASCE Standard 28 Standard Practice for Direct Design of Precast Concrete Box <\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2000<\/td>\n68<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":25887,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-25886","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asce","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\/25886","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\/25887"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=25886"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=25886"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=25886"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}