{"id":6033,"date":"2024-04-15T02:22:52","date_gmt":"2024-04-15T02:22:52","guid":{"rendered":"https:\/\/exam.pscnotes.com\/mcq\/?p=6033"},"modified":"2024-04-15T02:22:52","modified_gmt":"2024-04-15T02:22:52","slug":"lacing-bars-in-a-steel-column-should-be-designed-to-resist-a-bending-moment-due-to-2-5-of-the-column-load-b-shear-force-due-to-2-5-of-the-column-load-c-2-5-of-the-column-load-d-both-a-and-b","status":"publish","type":"post","link":"https:\/\/exam.pscnotes.com\/mcq\/lacing-bars-in-a-steel-column-should-be-designed-to-resist-a-bending-moment-due-to-2-5-of-the-column-load-b-shear-force-due-to-2-5-of-the-column-load-c-2-5-of-the-column-load-d-both-a-and-b\/","title":{"rendered":"Lacing bars in a steel column should be designed to resist A. Bending moment due to 2.5% of the column load B. Shear force due to 2.5% of the column load C. 2.5% of the column load D. Both (A) and (B)"},"content":{"rendered":"<p>[amp_mcq option1=&#8221;Bending moment due to 2.5% of the column load&#8221; option2=&#8221;Shear force due to 2.5% of the column load&#8221; option3=&#8221;2.5% of the column load&#8221; option4=&#8221;Both (A) and (B)&#8221; correct=&#8221;option2&#8243;]<!--more--><\/p>\n<p>The correct answer is: <strong>Both (A) and (B)<\/strong>.<\/p>\n<p>Lacing bars are used in steel columns to provide lateral stability and to prevent buckling. They are typically placed at right angles to the longitudinal bars and are connected to them by ties.<\/p>\n<p>The lacing bars must be designed to resist the bending moment and shear force due to the column load. The bending moment is caused by the weight of the column and any loads that are applied to it. The shear force is caused by the lateral loads that are applied to the column.<\/p>\n<p>The lacing bars must also be designed to resist the buckling of the column. Buckling is a failure mode in which the column collapses due to lateral loads. The lacing bars help to prevent buckling by providing lateral support to the column.<\/p>\n<p>The following is a brief explanation of each option:<\/p>\n<ul>\n<li>Option A: Bending moment due to 2.5% of the column load. The lacing bars must be designed to resist the bending moment due to the column load. The bending moment is caused by the weight of the column and any loads that are applied to it.<\/li>\n<li>Option B: Shear force due to 2.5% of the column load. The lacing bars must be designed to resist the shear force due to the column load. The shear force is caused by the lateral loads that are applied to the column.<\/li>\n<li>Option C: 2.5% of the column load. The lacing bars must be designed to resist the bending moment and shear force due to the column load. The bending moment is caused by the weight of the column and any loads that are applied to it. The shear force is caused by the lateral loads that are applied to the column.<\/li>\n<li>Option D: Both (A) and (B). The lacing bars must be designed to resist the bending moment and shear force due to the column load. The bending moment is caused by the weight of the column and any loads that are applied to it. The shear force is caused by the lateral loads that are applied to the column.<\/li>\n<\/ul>\n","protected":false},"excerpt":{"rendered":"<p>[amp_mcq option1=&#8221;Bending moment due to 2.5% of the column load&#8221; option2=&#8221;Shear force due to 2.5% of the column load&#8221; option3=&#8221;2.5% of the column load&#8221; option4=&#8221;Both (A) and (B)&#8221; correct=&#8221;option2&#8243;]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[642],"tags":[],"class_list":["post-6033","post","type-post","status-publish","format-standard","hentry","category-design-of-steel-structures","no-featured-image-padding"],"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v22.2 (Yoast SEO v23.3) - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>Lacing bars in a steel column should be designed to resist A. Bending moment due to 2.5% of the column load B. Shear force due to 2.5% of the column load C. 2.5% of the column load D. Both (A) and (B)<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/exam.pscnotes.com\/mcq\/lacing-bars-in-a-steel-column-should-be-designed-to-resist-a-bending-moment-due-to-2-5-of-the-column-load-b-shear-force-due-to-2-5-of-the-column-load-c-2-5-of-the-column-load-d-both-a-and-b\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Lacing bars in a steel column should be designed to resist A. Bending moment due to 2.5% of the column load B. Shear force due to 2.5% of the column load C. 2.5% of the column load D. Both (A) and (B)\" \/>\n<meta property=\"og:description\" content=\"[amp_mcq option1=&#8221;Bending moment due to 2.5% of the column load&#8221; option2=&#8221;Shear force due to 2.5% of the column load&#8221; option3=&#8221;2.5% of the column load&#8221; option4=&#8221;Both (A) and (B)&#8221; correct=&#8221;option2&#8243;]\" \/>\n<meta property=\"og:url\" content=\"https:\/\/exam.pscnotes.com\/mcq\/lacing-bars-in-a-steel-column-should-be-designed-to-resist-a-bending-moment-due-to-2-5-of-the-column-load-b-shear-force-due-to-2-5-of-the-column-load-c-2-5-of-the-column-load-d-both-a-and-b\/\" \/>\n<meta property=\"og:site_name\" content=\"MCQ and Quiz for Exams\" \/>\n<meta property=\"article:published_time\" content=\"2024-04-15T02:22:52+00:00\" \/>\n<meta name=\"author\" content=\"rawan239\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:label1\" content=\"Written by\" \/>\n\t<meta name=\"twitter:data1\" content=\"rawan239\" \/>\n\t<meta name=\"twitter:label2\" content=\"Est. reading time\" \/>\n\t<meta name=\"twitter:data2\" content=\"2 minutes\" \/>\n<!-- \/ Yoast SEO Premium plugin. -->","yoast_head_json":{"title":"Lacing bars in a steel column should be designed to resist A. Bending moment due to 2.5% of the column load B. Shear force due to 2.5% of the column load C. 2.5% of the column load D. Both (A) and (B)","robots":{"index":"index","follow":"follow","max-snippet":"max-snippet:-1","max-image-preview":"max-image-preview:large","max-video-preview":"max-video-preview:-1"},"canonical":"https:\/\/exam.pscnotes.com\/mcq\/lacing-bars-in-a-steel-column-should-be-designed-to-resist-a-bending-moment-due-to-2-5-of-the-column-load-b-shear-force-due-to-2-5-of-the-column-load-c-2-5-of-the-column-load-d-both-a-and-b\/","og_locale":"en_US","og_type":"article","og_title":"Lacing bars in a steel column should be designed to resist A. Bending moment due to 2.5% of the column load B. Shear force due to 2.5% of the column load C. 2.5% of the column load D. Both (A) and (B)","og_description":"[amp_mcq option1=&#8221;Bending moment due to 2.5% of the column load&#8221; option2=&#8221;Shear force due to 2.5% of the column load&#8221; option3=&#8221;2.5% of the column load&#8221; option4=&#8221;Both (A) and (B)&#8221; correct=&#8221;option2&#8243;]","og_url":"https:\/\/exam.pscnotes.com\/mcq\/lacing-bars-in-a-steel-column-should-be-designed-to-resist-a-bending-moment-due-to-2-5-of-the-column-load-b-shear-force-due-to-2-5-of-the-column-load-c-2-5-of-the-column-load-d-both-a-and-b\/","og_site_name":"MCQ and Quiz for Exams","article_published_time":"2024-04-15T02:22:52+00:00","author":"rawan239","twitter_card":"summary_large_image","twitter_misc":{"Written by":"rawan239","Est. reading time":"2 minutes"},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"WebPage","@id":"https:\/\/exam.pscnotes.com\/mcq\/lacing-bars-in-a-steel-column-should-be-designed-to-resist-a-bending-moment-due-to-2-5-of-the-column-load-b-shear-force-due-to-2-5-of-the-column-load-c-2-5-of-the-column-load-d-both-a-and-b\/","url":"https:\/\/exam.pscnotes.com\/mcq\/lacing-bars-in-a-steel-column-should-be-designed-to-resist-a-bending-moment-due-to-2-5-of-the-column-load-b-shear-force-due-to-2-5-of-the-column-load-c-2-5-of-the-column-load-d-both-a-and-b\/","name":"Lacing bars in a steel column should be designed to resist A. Bending moment due to 2.5% of the column load B. Shear force due to 2.5% of the column load C. 2.5% of the column load D. Both (A) and (B)","isPartOf":{"@id":"https:\/\/exam.pscnotes.com\/mcq\/#website"},"datePublished":"2024-04-15T02:22:52+00:00","dateModified":"2024-04-15T02:22:52+00:00","author":{"@id":"https:\/\/exam.pscnotes.com\/mcq\/#\/schema\/person\/5807dafeb27d2ec82344d6cbd6c3d209"},"breadcrumb":{"@id":"https:\/\/exam.pscnotes.com\/mcq\/lacing-bars-in-a-steel-column-should-be-designed-to-resist-a-bending-moment-due-to-2-5-of-the-column-load-b-shear-force-due-to-2-5-of-the-column-load-c-2-5-of-the-column-load-d-both-a-and-b\/#breadcrumb"},"inLanguage":"en-US","potentialAction":[{"@type":"ReadAction","target":["https:\/\/exam.pscnotes.com\/mcq\/lacing-bars-in-a-steel-column-should-be-designed-to-resist-a-bending-moment-due-to-2-5-of-the-column-load-b-shear-force-due-to-2-5-of-the-column-load-c-2-5-of-the-column-load-d-both-a-and-b\/"]}]},{"@type":"BreadcrumbList","@id":"https:\/\/exam.pscnotes.com\/mcq\/lacing-bars-in-a-steel-column-should-be-designed-to-resist-a-bending-moment-due-to-2-5-of-the-column-load-b-shear-force-due-to-2-5-of-the-column-load-c-2-5-of-the-column-load-d-both-a-and-b\/#breadcrumb","itemListElement":[{"@type":"ListItem","position":1,"name":"Home","item":"https:\/\/exam.pscnotes.com\/mcq\/"},{"@type":"ListItem","position":2,"name":"mcq","item":"https:\/\/exam.pscnotes.com\/mcq\/category\/mcq\/"},{"@type":"ListItem","position":3,"name":"Civil engineering","item":"https:\/\/exam.pscnotes.com\/mcq\/category\/mcq\/civil-engineering\/"},{"@type":"ListItem","position":4,"name":"Design of steel structures","item":"https:\/\/exam.pscnotes.com\/mcq\/category\/mcq\/civil-engineering\/design-of-steel-structures\/"},{"@type":"ListItem","position":5,"name":"Lacing bars in a steel column should be designed to resist A. Bending moment due to 2.5% of the column load B. Shear force due to 2.5% of the column load C. 2.5% of the column load D. Both (A) and (B)"}]},{"@type":"WebSite","@id":"https:\/\/exam.pscnotes.com\/mcq\/#website","url":"https:\/\/exam.pscnotes.com\/mcq\/","name":"MCQ and Quiz for Exams","description":"","potentialAction":[{"@type":"SearchAction","target":{"@type":"EntryPoint","urlTemplate":"https:\/\/exam.pscnotes.com\/mcq\/?s={search_term_string}"},"query-input":"required name=search_term_string"}],"inLanguage":"en-US"},{"@type":"Person","@id":"https:\/\/exam.pscnotes.com\/mcq\/#\/schema\/person\/5807dafeb27d2ec82344d6cbd6c3d209","name":"rawan239","image":{"@type":"ImageObject","inLanguage":"en-US","@id":"https:\/\/exam.pscnotes.com\/mcq\/#\/schema\/person\/image\/","url":"https:\/\/secure.gravatar.com\/avatar\/761a7274f9cce048fa5b921221e7934820d74514df93ef195a9d22af0c1c9001?s=96&d=mm&r=g","contentUrl":"https:\/\/secure.gravatar.com\/avatar\/761a7274f9cce048fa5b921221e7934820d74514df93ef195a9d22af0c1c9001?s=96&d=mm&r=g","caption":"rawan239"},"sameAs":["https:\/\/exam.pscnotes.com"],"url":"https:\/\/exam.pscnotes.com\/mcq\/author\/rawan239\/"}]}},"amp_enabled":true,"_links":{"self":[{"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/posts\/6033","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/comments?post=6033"}],"version-history":[{"count":0,"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/posts\/6033\/revisions"}],"wp:attachment":[{"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/media?parent=6033"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/categories?post=6033"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/tags?post=6033"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}