\u4ec5\u4f9b\u5b66\u4e60\u4ea4\u6d41\uff0c\u8bf7\u52ff\u7528\u4e8e\u5546\u4e1a\u7528\u9014\u3002\u7981\u6b62\u8f6c\u8f7d\u3002<\/p>\n
\u4f7f\u7528\u6b27\u6d32\u89c4\u8303<\/a>EC3\uff0c\u5e76\u7ed3\u5408NCCI<\/a>\u53ef\u4ee5\u89e3\u51b3\u5927\u591a\u6570\u94a2\u7ed3\u6784\u8bbe\u8ba1\u95ee\u9898\uff0c\u5982\u60f3\u8fdb\u4e00\u6b65\u4e86\u89e3\u53ef\u4ee5\u770b\u82f1\u56fd\u94a2\u7ed3\u6784\u534f\u4f1a\u7684\u51fa\u7248\u7269<\/a>\u3002\u5982\u4ecd\u7136\u5b58\u5728\u7591\u96be\u95ee\u9898\u4e5f\u53ef\u54a8\u8be2\u672c\u4eba<\/a>\u3002<\/p>\n Non-Contradictory Complementary Information Example<\/strong><\/p>\n \u6b27\u6d32\u89c4\u8303\u7684\u65e0\u77db\u76fe\u8865\u5145\u4fe1\u606fNCCI\u7b97\u4f8b\u8d44\u6599<\/p>\n","protected":false},"author":1,"featured_media":4389,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"ngg_post_thumbnail":0,"footnotes":""},"categories":[19],"tags":[20,55,21,107],"class_list":["post-423","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-eurocodes","tag-eurocode","tag-ncci","tag-download","tag-eurocodes"],"_links":{"self":[{"href":"http:\/\/101.37.83.176\/index.php?rest_route=\/wp\/v2\/posts\/423","targetHints":{"allow":["GET"]}}],"collection":[{"href":"http:\/\/101.37.83.176\/index.php?rest_route=\/wp\/v2\/posts"}],"about":[{"href":"http:\/\/101.37.83.176\/index.php?rest_route=\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"http:\/\/101.37.83.176\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"http:\/\/101.37.83.176\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=423"}],"version-history":[{"count":0,"href":"http:\/\/101.37.83.176\/index.php?rest_route=\/wp\/v2\/posts\/423\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"http:\/\/101.37.83.176\/index.php?rest_route=\/wp\/v2\/media\/4389"}],"wp:attachment":[{"href":"http:\/\/101.37.83.176\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=423"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"http:\/\/101.37.83.176\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=423"},{"taxonomy":"post_tag","embeddable":true,"href":"http:\/\/101.37.83.176\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=423"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}\n\n
\n NCCI Example<\/strong><\/td>\n Non-Contradictory Complementary Information Example<\/strong><\/td>\n<\/tr>\n \n SX001a-EN-EU<\/a><\/td>\n Simply supported laterally unrestrained<\/td>\n<\/tr>\n \n SX002a-EN-EU<\/a><\/td>\n Buckling resistance of a pinned column with intermediate restraints<\/td>\n<\/tr>\n \n SX003a-EN-EU<\/a><\/td>\n Simply supported beam with intermediate lateral restraints<\/td>\n<\/tr>\n \n SX004a-EN-EU<\/a><\/td>\n Pinned column using non-slender H-section or RHS<\/td>\n<\/tr>\n \n SX005a-EN-EU<\/a><\/td>\n Choosing a steel sub-grade<\/td>\n<\/tr>\n \n SX006a-EN-EU<\/a><\/td>\n Calculation of alpha-cr<\/td>\n<\/tr>\n \n SX007a-EN-EU<\/a><\/td>\n Simply supported beam with lateral restraint at load application point<\/td>\n<\/tr>\n \n SX008a-EN-EU<\/a><\/td>\n Sway stability<\/td>\n<\/tr>\n \n SX009a-EN-EU<\/a><\/td>\n Composite floor slab<\/td>\n<\/tr>\n \n SX010a-EN-EU<\/a><\/td>\n Continuous column in a multi-storey building using an H-section or RHS<\/td>\n<\/tr>\n \n SX011a-EN-EU<\/a><\/td>\n Unrestrained beam with end moments<\/td>\n<\/tr>\n \n SX012a-EN-EU<\/a><\/td>\n End plate beam-to-column-flange simple connection<\/td>\n<\/tr>\n \n SX013a-EN-EU<\/a><\/td>\n Fin plate beam-to-column-flange connection<\/td>\n<\/tr>\n \n SX014a-EN-EU<\/a><\/td>\n Simply supported secondary composite beam<\/td>\n<\/tr>\n \n SX015a-EN-EU<\/a><\/td>\n Simply supported primary composite beam<\/td>\n<\/tr>\n \n SX016a-EN-EU<\/a><\/td>\n Determination of loads on a building envelope<\/td>\n<\/tr>\n \n SX017a-EN-EU<\/a><\/td>\n Single span truss and post frame for a low pitch roof using battened section chords<\/td>\n<\/tr>\n \n SX018a-EN-EU<\/a><\/td>\n Column splice – non-bearing splice<\/td>\n<\/tr>\n \n SX019a-EN-EU<\/a><\/td>\n Column base connection under axial compression<\/td>\n<\/tr>\n \n SX020a-EN-EU<\/a><\/td>\n Tying and the avoidance of disproportionate collapse<\/td>\n<\/tr>\n \n SX021a-EN-EU<\/a><\/td>\n Simply supported IPE profile purlin<\/td>\n<\/tr>\n \n SX022a-EN-EU<\/a><\/td>\n Calculation of effective section properties for a cold-formed lipped channel section in bending<\/td>\n<\/tr>\n \n SX023a-EN-EU<\/a><\/td>\n Calculation of effective section properties for a cold-formed lipped channel section in compression<\/td>\n<\/tr>\n \n SX024a-EN-EU<\/a><\/td>\n Design of a cold-formed steel lipped<\/td>\n<\/tr>\n \n SX025a-EN-EU<\/a><\/td>\n Design of a cold-formed steel lipped channel wall stud in tension<\/td>\n<\/tr>\n \n SX026a-EN-EU<\/a><\/td>\n Design and serviceability limit state check of a cold-formed steel member in bending<\/td>\n<\/tr>\n \n SX027a-EN-EU<\/a><\/td>\n Design of a cold-formed steel lipped channel wall stud in compression and bending<\/td>\n<\/tr>\n \n SX028a-EN-EU<\/a><\/td>\n Design resistance of a screwed connection of cold-formed members<\/td>\n<\/tr>\n \n SX029a-EN-EU<\/a><\/td>\n Elastic analysis of a single bay portal frame<\/td>\n<\/tr>\n \n SX030a-EN-EU<\/a><\/td>\n Elastic design of a single bay portal frame made of fabricated profiles<\/td>\n<\/tr>\n \n SX031a-EN-EU<\/a><\/td>\n Portal frame – eaves moment connection<\/td>\n<\/tr>\n \n SX033b-EN-EU<\/a><\/td>\n Truss or post end connection<\/td>\n<\/tr>\n \n SX034a-EN-EU<\/a><\/td>\n Bolted connection of an angle brace in tension to a gusset plate<\/td>\n<\/tr>\n \n SX036a-EN-EU<\/a><\/td>\n Fire resistance of a welded box section<\/td>\n<\/tr>\n \n SX037a-EN-EU<\/a><\/td>\n Fire resistance of a composite slab to EN 1994-1-2<\/td>\n<\/tr>\n \n SX038a-EN-EU<\/a><\/td>\n Fire resistance of a partially encased composite steel beam<\/td>\n<\/tr>\n \n SX039a-EN-EU<\/a><\/td>\n Fire resistance of a partially encased composite column<\/td>\n<\/tr>\n \n SX040a-EN-EU<\/a><\/td>\n Fire engineering a composite SHS column<\/td>\n<\/tr>\n \n SX041a-EN-EU<\/a><\/td>\n Fire design of an unprotected beam using graphs<\/td>\n<\/tr>\n \n SX042a-EN-EU<\/a><\/td>\n Parametric fire curve for a fire<\/td>\n<\/tr>\n \n SX043a-EN-EU<\/a><\/td>\n Fire design of unprotected HEB section<\/td>\n<\/tr>\n \n SX044a-EN-EU<\/a><\/td>\n Fire design of a protected HEB section column exposed to the standard temperature time curve<\/td>\n<\/tr>\n \n SX045a-EN-EU<\/a><\/td>\n Fire design of a protected HEB section column exposed to the parametric fire curve<\/td>\n<\/tr>\n \n SX046a-EN-EU<\/a><\/td>\n Fire design of an unprotected IPE section beam exposed to the standard time temperature curve<\/td>\n<\/tr>\n \n SX047a-EN-EU<\/a><\/td>\n Fire design of protected IPE section beam exposed to parametric fire curve<\/td>\n<\/tr>\n \n SX048a-EN-EU<\/a><\/td>\n Fire design of a protected unrestrained HEA section beam exposed to the standard temperature time curve<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"excerpt":{"rendered":"