{"id":643,"date":"2013-08-12T17:32:46","date_gmt":"2013-08-12T16:32:46","guid":{"rendered":"http:\/\/blogs.bath.ac.uk\/structures\/?p=643"},"modified":"2014-03-19T16:25:53","modified_gmt":"2014-03-19T16:25:53","slug":"question-20","status":"publish","type":"post","link":"https:\/\/blogs.bath.ac.uk\/structures\/2013\/08\/12\/question-20\/","title":{"rendered":"Question 20"},"content":{"rendered":"<p><span style=\"font-size: 13px;line-height: 19px\"><strong><span style=\"text-decoration: underline\">Here is question for all of you retaking Structures 2 in September 2013<\/span><\/strong><\/span><\/p>\n<div id=\"_mcePaste\" style=\"width: 1px;height: 1px;overflow: hidden\">Imagine you are assessing the interesting cantilever beam arrangement shown below, you have conclude that the moment capacity of the supports is adequate but you are worried about the overall deflection at the very end of the structure. Both cantilever beams are of the same length and have the same EI value of 20 MN.m2.<\/div>\n<div id=\"_mcePaste\" style=\"width: 1px;height: 1px;overflow: hidden\">By formulating a suitable compatibility equation and through using Flexibility analysis determine the deflection at C.<\/div>\n<div id=\"_mcePaste\" style=\"width: 1px;height: 1px;overflow: hidden\">This is \u00a0a bit easier than a \u00a0standard \u00a0exam \u00a0question \u00a0but \u00a0 would carry \u00a0about \u00a050-60 % of the available marks.<\/div>\n<div>Imagine you are assessing the interesting cantilever beam arrangement shown below, you have conclude that the moment capacity of the supports is adequate but you are worried about the overall deflection at the very end of the structure. Both cantilever beams are of the same length and have the same EI value of 20 MN.m2. - ( sorry \u00a0i cant get \u00a0wordpress to \u00a0make squared)<\/div>\n<div>By formulating a suitable <strong>compatibility equation and through using Flexibility analysis <\/strong>determine the deflection at C.<\/div>\n<div>This is \u00a0a bit easier than a \u00a0standard \u00a0exam \u00a0question \u00a0but \u00a0 would carry \u00a0about \u00a050-60 % of the available marks.<\/div>\n<div><img loading=\"lazy\" decoding=\"async\" class=\"size-large wp-image-644 aligncenter\" style=\"font-size: 13px;line-height: 19px\" src=\"http:\/\/bathblogs.wpengine.com\/structures\/wp-content\/uploads\/sites\/51\/2013\/08\/q20.jpg\" alt=\"q20\" width=\"401\" height=\"192\" srcset=\"https:\/\/blogs.bath.ac.uk\/structures\/wp-content\/uploads\/sites\/51\/2013\/08\/q20.jpg 1733w, https:\/\/blogs.bath.ac.uk\/structures\/wp-content\/uploads\/sites\/51\/2013\/08\/q20-300x143.jpg 300w, https:\/\/blogs.bath.ac.uk\/structures\/wp-content\/uploads\/sites\/51\/2013\/08\/q20-1024x489.jpg 1024w\" sizes=\"auto, (max-width: 401px) 100vw, 401px\" \/><\/div>\n<div><strong><span style=\"text-decoration: underline\">HINTS<\/span><\/strong> coming soon!<\/div>\n<div>\n<ol>\n<li>Firstly read through the solution for Q4! It \u00a0uses the same analysis technique.<\/li>\n<li>Draw yourself a primary \u00a0structure and a Unit load structure<\/li>\n<\/ol>\n<\/div>\n","protected":false},"excerpt":{"rendered":"<p>Here is question for all of you retaking Structures 2 in September 2013 Imagine you are assessing the interesting cantilever beam arrangement shown below, you have conclude that the moment capacity of the supports is adequate but you are worried...<\/p>\n","protected":false},"author":203,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"footnotes":""},"categories":[4],"tags":[],"class_list":["post-643","post","type-post","status-publish","format-standard","hentry","category-beams"],"acf":[],"jetpack_featured_media_url":"","_links":{"self":[{"href":"https:\/\/blogs.bath.ac.uk\/structures\/wp-json\/wp\/v2\/posts\/643","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/blogs.bath.ac.uk\/structures\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/blogs.bath.ac.uk\/structures\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/blogs.bath.ac.uk\/structures\/wp-json\/wp\/v2\/users\/203"}],"replies":[{"embeddable":true,"href":"https:\/\/blogs.bath.ac.uk\/structures\/wp-json\/wp\/v2\/comments?post=643"}],"version-history":[{"count":0,"href":"https:\/\/blogs.bath.ac.uk\/structures\/wp-json\/wp\/v2\/posts\/643\/revisions"}],"wp:attachment":[{"href":"https:\/\/blogs.bath.ac.uk\/structures\/wp-json\/wp\/v2\/media?parent=643"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/blogs.bath.ac.uk\/structures\/wp-json\/wp\/v2\/categories?post=643"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/blogs.bath.ac.uk\/structures\/wp-json\/wp\/v2\/tags?post=643"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}