{"id":131979,"date":"2024-10-19T07:04:07","date_gmt":"2024-10-19T07:04:07","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/astm-c890-2006\/"},"modified":"2024-10-24T23:39:13","modified_gmt":"2024-10-24T23:39:13","slug":"astm-c890-2006","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/astm\/astm-c890-2006\/","title":{"rendered":"ASTM-C890 2006"},"content":{"rendered":"

ASTM C890-06<\/h3>\n

Historical Standard: Standard Practice for Minimum Structural Design Loading for Monolithic or Sectional Precast Concrete Water and Wastewater Structures<\/h4>\n
\n

ASTM C890<\/h4>\n

Scope<\/strong><\/p>\n

1.1 This practice describes the minimum loads to be applied when designing monolithic or sectional precast concrete water and wastewater structures with the exception of concrete pipe, box culverts, utility structures, and material covered in Specification C 478.<\/p>\n

This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.<\/p>\n

1.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are provided for information only.<\/p>\n

Keywords<\/strong><\/p>\n

ICS Code<\/strong><\/p>\n

ICS Number Code n\/a<\/p>\n

DOI:<\/strong> 10.1520\/C0890-06<\/p>\n<\/div>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nScope
Referenced Documents
Terminology
Significance and Use
Design Loads <\/td>\n<\/tr>\n
2<\/td>\nTABLE 1
TABLE 2
FIG. 1 <\/td>\n<\/tr>\n
3<\/td>\nFIG. 2
FIG. 3
FIG. 4
FIG. 5
TABLE 3 <\/td>\n<\/tr>\n
4<\/td>\nLoading Combinations for Above Ground Structures
Loading Combinations for Below Ground Structure
Special Loading Considerations
TABLE 4
FIG. 6
FIG. 7 <\/td>\n<\/tr>\n
5<\/td>\nFIG. 8 <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

C890-06 Standard Practice for Minimum Structural Design Loading for Monolithic or Sectional Precast Concrete Water and Wastewater Structures<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASTM<\/b><\/a><\/td>\n2006<\/td>\n5<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":131980,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2637],"product_tag":[],"class_list":{"0":"post-131979","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-astm","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\/131979","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\/131980"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=131979"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=131979"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=131979"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}