{"id":15898,"date":"2004-07-01T16:44:02","date_gmt":"2004-07-01T16:44:02","guid":{"rendered":"http:\/\/www.newsteelconstruction.com\/wp\/?p=15898"},"modified":"2013-02-21T16:51:35","modified_gmt":"2013-02-21T16:51:35","slug":"ad-274-post-slip-capacity-of-connections-using-preloaded-bolts-to-bs-5950-1-2000","status":"publish","type":"post","link":"https:\/\/www.newsteelconstruction.com\/wp\/ad-274-post-slip-capacity-of-connections-using-preloaded-bolts-to-bs-5950-1-2000\/","title":{"rendered":"AD 274: Post-slip capacity of connections using preloaded bolts to BS 5950-1: 2000"},"content":{"rendered":"<p>The SCI continues to receive questions about preloaded bolts (HSFG bolts), particularly concerning the \u201ccapacity after slipping\u201d addressed in clause 6.4.4 of BS 5950-1: 2000. This AD attempts to explain where \u201ccapacity after slipping\u201d may be important and how it should be checked.<\/p>\n<p>In order to retain the accurate formatting of the equations in this technical paper, this article is available as a pdf download only.<\/p>\n<p>Click <a title=\"AD 274\" href=\"http:\/\/www.newsteelconstruction.com\/wp\/wp-content\/uploads\/TechPaper\/AD274.pdf\" target=\"_blank\">here<\/a> to download and view it.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>The SCI continues to receive questions about preloaded bolts (HSFG bolts), particularly concerning the \u201ccapacity after slipping\u201d addressed in clause 6.4.4 of BS 5950-1: 2000. This AD attempts to explain where \u201ccapacity after slipping\u201d may be important and how it should be checked. In order to retain the accurate formatting of the equations in this [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":240,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"jetpack_post_was_ever_published":false,"_jetpack_newsletter_access":"","_jetpack_dont_email_post_to_subs":false,"_jetpack_newsletter_tier_id":0,"_jetpack_memberships_contains_paywalled_content":false,"_jetpack_memberships_contains_paid_content":false,"footnotes":""},"categories":[79,5],"tags":[82,529],"class_list":["post-15898","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-ad","category-tech","tag-advisory-desk","tag-bolts"],"jetpack_featured_media_url":"https:\/\/www.newsteelconstruction.com\/wp\/wp-content\/uploads\/2012\/03\/ADlogo.jpg","jetpack_sharing_enabled":true,"jetpack_shortlink":"https:\/\/wp.me\/p3WsLP-48q","_links":{"self":[{"href":"https:\/\/www.newsteelconstruction.com\/wp\/wp-json\/wp\/v2\/posts\/15898","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.newsteelconstruction.com\/wp\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.newsteelconstruction.com\/wp\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.newsteelconstruction.com\/wp\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.newsteelconstruction.com\/wp\/wp-json\/wp\/v2\/comments?post=15898"}],"version-history":[{"count":3,"href":"https:\/\/www.newsteelconstruction.com\/wp\/wp-json\/wp\/v2\/posts\/15898\/revisions"}],"predecessor-version":[{"id":15901,"href":"https:\/\/www.newsteelconstruction.com\/wp\/wp-json\/wp\/v2\/posts\/15898\/revisions\/15901"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.newsteelconstruction.com\/wp\/wp-json\/wp\/v2\/media\/240"}],"wp:attachment":[{"href":"https:\/\/www.newsteelconstruction.com\/wp\/wp-json\/wp\/v2\/media?parent=15898"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.newsteelconstruction.com\/wp\/wp-json\/wp\/v2\/categories?post=15898"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.newsteelconstruction.com\/wp\/wp-json\/wp\/v2\/tags?post=15898"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}