{"id":5851,"date":"2024-04-15T02:19:48","date_gmt":"2024-04-15T02:19:48","guid":{"rendered":"https:\/\/exam.pscnotes.com\/mcq\/?p=5851"},"modified":"2024-04-15T02:19:48","modified_gmt":"2024-04-15T02:19:48","slug":"design-of-r-c-c-simply-supported-beams-carrying-u-d-l-is-based-on-the-resultant-b-m-at-a-supports-b-mid-span-c-every-section-d-quarter-span","status":"publish","type":"post","link":"https:\/\/exam.pscnotes.com\/mcq\/design-of-r-c-c-simply-supported-beams-carrying-u-d-l-is-based-on-the-resultant-b-m-at-a-supports-b-mid-span-c-every-section-d-quarter-span\/","title":{"rendered":"Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at A. Supports B. Mid span C. Every section D. Quarter span"},"content":{"rendered":"<p>[amp_mcq option1=&#8221;Supports&#8221; option2=&#8221;Mid span&#8221; option3=&#8221;simply supported beams carrying U.&#8221; option4=&#8221;Quarter span&#8221; correct=&#8221;option1&#8243;]<!--more--><\/p>\n<p>The correct answer is: <strong>A. Supports<\/strong><\/p>\n<p>The design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at supports. This is because the maximum bending moment in a simply supported beam occurs at the supports. The bending moment at any section of the beam can be calculated by using the following formula:<\/p>\n<p>$M = \\frac{wl}{2}(1 &#8211; \\frac{x}{l})$<\/p>\n<p>where:<\/p>\n<ul>\n<li>$M$ is the bending moment at the section<\/li>\n<li>$w$ is the uniform load<\/li>\n<li>$l$ is the span of the beam<\/li>\n<li>$x$ is the distance from the section to the left support<\/li>\n<\/ul>\n<p>The maximum bending moment occurs when $x = 0$, which is at the left support. Therefore, the design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at supports.<\/p>\n<p>The other options are incorrect because:<\/p>\n<ul>\n<li>The bending moment at mid-span is not the maximum bending moment.<\/li>\n<li>The bending moment at every section is not the maximum bending moment.<\/li>\n<li>The bending moment at quarter span is not the maximum bending moment.<\/li>\n<\/ul>\n","protected":false},"excerpt":{"rendered":"<p>[amp_mcq option1=&#8221;Supports&#8221; option2=&#8221;Mid span&#8221; option3=&#8221;simply supported beams carrying U.&#8221; option4=&#8221;Quarter span&#8221; correct=&#8221;option1&#8243;]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[640],"tags":[],"class_list":["post-5851","post","type-post","status-publish","format-standard","hentry","category-rcc-structures-design","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>Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at A. Supports B. Mid span C. Every section D. Quarter span<\/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\/design-of-r-c-c-simply-supported-beams-carrying-u-d-l-is-based-on-the-resultant-b-m-at-a-supports-b-mid-span-c-every-section-d-quarter-span\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at A. Supports B. Mid span C. Every section D. 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Supports B. Mid span C. Every section D. Quarter span","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\/design-of-r-c-c-simply-supported-beams-carrying-u-d-l-is-based-on-the-resultant-b-m-at-a-supports-b-mid-span-c-every-section-d-quarter-span\/","og_locale":"en_US","og_type":"article","og_title":"Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at A. Supports B. Mid span C. Every section D. Quarter span","og_description":"[amp_mcq option1=&#8221;Supports&#8221; option2=&#8221;Mid span&#8221; option3=&#8221;simply supported beams carrying U.&#8221; option4=&#8221;Quarter span&#8221; correct=&#8221;option1&#8243;]","og_url":"https:\/\/exam.pscnotes.com\/mcq\/design-of-r-c-c-simply-supported-beams-carrying-u-d-l-is-based-on-the-resultant-b-m-at-a-supports-b-mid-span-c-every-section-d-quarter-span\/","og_site_name":"MCQ and Quiz for Exams","article_published_time":"2024-04-15T02:19:48+00:00","author":"rawan239","twitter_card":"summary_large_image","twitter_misc":{"Written by":"rawan239","Est. reading time":"1 minute"},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"WebPage","@id":"https:\/\/exam.pscnotes.com\/mcq\/design-of-r-c-c-simply-supported-beams-carrying-u-d-l-is-based-on-the-resultant-b-m-at-a-supports-b-mid-span-c-every-section-d-quarter-span\/","url":"https:\/\/exam.pscnotes.com\/mcq\/design-of-r-c-c-simply-supported-beams-carrying-u-d-l-is-based-on-the-resultant-b-m-at-a-supports-b-mid-span-c-every-section-d-quarter-span\/","name":"Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at A. 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