{"id":194612,"date":"2025-02-24T10:01:24","date_gmt":"2025-02-24T10:01:24","guid":{"rendered":"https:\/\/learnexams.com\/blog\/?p=194612"},"modified":"2025-02-24T10:01:36","modified_gmt":"2025-02-24T10:01:36","slug":"determine-the-maximum-bending-moment-in-a-simply-supported-beam-of-length-4-meters-carrying-a-uniformly-distributed-load-of-500-n-m","status":"publish","type":"post","link":"https:\/\/www.learnexams.com\/blog\/2025\/02\/24\/determine-the-maximum-bending-moment-in-a-simply-supported-beam-of-length-4-meters-carrying-a-uniformly-distributed-load-of-500-n-m\/","title":{"rendered":"Determine the maximum bending moment in a simply supported beam of length 4 meters carrying a uniformly distributed load of 500 N\/m"},"content":{"rendered":"\n<p>Determine the maximum bending moment in a simply supported beam of length 4 meters carrying a uniformly distributed load of 500 N\/m.<\/p>\n\n\n\n<p><mark style=\"background-color:rgba(0, 0, 0, 0)\" class=\"has-inline-color has-ast-global-color-6-color\"><strong>The Correct Answer and Explanation is :<\/strong><\/mark><\/p>\n\n\n\n<h3 class=\"wp-block-heading\"><strong>Maximum Bending Moment Calculation<\/strong><\/h3>\n\n\n\n<p>A simply supported beam of length ( L = 4 ) meters carries a uniformly distributed load (UDL) of ( w = 500 ) N\/m.<\/p>\n\n\n\n<p>The <strong>maximum bending moment<\/strong> in a simply supported beam with a UDL over the entire span occurs at the center of the beam and is given by the formula:<\/p>\n\n\n\n<p>[<br>M_{\\text{max}} = \\frac{wL^2}{8}<br>]<\/p>\n\n\n\n<p>Substituting the given values:<\/p>\n\n\n\n<p>[<br>M_{\\text{max}} = \\frac{(500)(4^2)}{8}<br>]<\/p>\n\n\n\n<p>[<br>M_{\\text{max}} = \\frac{500 \\times 16}{8} = \\frac{8000}{8} = 1000 \\text{ Nm}<br>]<\/p>\n\n\n\n<p>Thus, the <strong>maximum bending moment<\/strong> is <strong>1000 Nm (or 1 kNm)<\/strong> at the midpoint of the beam.<\/p>\n\n\n\n<hr class=\"wp-block-separator has-alpha-channel-opacity\"\/>\n\n\n\n<h3 class=\"wp-block-heading\"><strong>Explanation<\/strong><\/h3>\n\n\n\n<ol class=\"wp-block-list\">\n<li><strong>Reaction Forces Calculation<\/strong><br>The total uniformly distributed load over the beam is: [<br>W = w \\times L = 500 \\times 4 = 2000 \\text{ N}<br>] Since the beam is simply supported, the two supports share the load equally: [<br>R_A = R_B = \\frac{2000}{2} = 1000 \\text{ N}<br>]<\/li>\n\n\n\n<li><strong>Bending Moment Distribution<\/strong><\/li>\n<\/ol>\n\n\n\n<ul class=\"wp-block-list\">\n<li>The bending moment at any point ( x ) along the beam is given by: [<br>M(x) = R_A x &#8211; \\frac{w x^2}{2}<br>]<\/li>\n\n\n\n<li>At <strong>mid-span<\/strong> ( x = L\/2 = 2 ) m: [<br>M(2) = (1000 \\times 2) &#8211; \\frac{500 \\times 2^2}{2}<br>] [<br>M(2) = 2000 &#8211; \\frac{500 \\times 4}{2}<br>] [<br>M(2) = 2000 &#8211; 1000 = 1000 \\text{ Nm}<br>]<\/li>\n\n\n\n<li>At supports (( x = 0 ) or ( x = 4 )), ( M = 0 ).<\/li>\n<\/ul>\n\n\n\n<ol class=\"wp-block-list\">\n<li><strong>Conclusion<\/strong><br>The bending moment follows a <strong>parabolic distribution<\/strong>, with a maximum at the center. The maximum bending moment is <strong>1 kNm<\/strong>.<\/li>\n<\/ol>\n\n\n\n<hr class=\"wp-block-separator has-alpha-channel-opacity\"\/>\n\n\n\n<p>Now, I&#8217;ll generate an image showing the <strong>shear force and bending moment diagram<\/strong> for the beam.<\/p>\n\n\n\n<figure class=\"wp-block-image size-large\"><img decoding=\"async\" src=\"https:\/\/learnexams.com\/blog\/wp-content\/uploads\/2025\/02\/image-1384-1024x552.png\" alt=\"\" class=\"wp-image-194613\"\/><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img decoding=\"async\" src=\"https:\/\/learnexams.com\/blog\/wp-content\/uploads\/2025\/02\/image-1385-1024x561.png\" alt=\"\" class=\"wp-image-194614\"\/><\/figure>\n\n\n\n<p>The images above illustrate the <strong>Shear Force Diagram (SFD)<\/strong> and <strong>Bending Moment Diagram (BMD)<\/strong> for the simply supported beam under a uniformly distributed load.<\/p>\n\n\n\n<ol class=\"wp-block-list\">\n<li><strong>Shear Force Diagram (SFD)<\/strong><\/li>\n<\/ol>\n\n\n\n<ul class=\"wp-block-list\">\n<li>The shear force starts at <strong>+1000 N<\/strong> at the left support.<\/li>\n\n\n\n<li>It linearly decreases to <strong>-1000 N<\/strong> at the right support.<\/li>\n\n\n\n<li>The change in shear force is linear because the load is uniformly distributed.<\/li>\n<\/ul>\n\n\n\n<ol class=\"wp-block-list\">\n<li><strong>Bending Moment Diagram (BMD)<\/strong><\/li>\n<\/ol>\n\n\n\n<ul class=\"wp-block-list\">\n<li>The bending moment is <strong>zero<\/strong> at the supports.<\/li>\n\n\n\n<li>It reaches a <strong>maximum of 1000 Nm<\/strong> at the <strong>mid-span (x = 2 m)<\/strong>.<\/li>\n\n\n\n<li>The shape of the bending moment diagram is <strong>parabolic<\/strong> due to the UDL.<\/li>\n<\/ul>\n","protected":false},"excerpt":{"rendered":"<p>Determine the maximum bending moment in a simply supported beam of length 4 meters carrying a uniformly distributed load of 500 N\/m. The Correct Answer and Explanation is : Maximum Bending Moment Calculation A simply supported beam of length ( L = 4 ) meters carries a uniformly distributed load (UDL) of ( w = [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"site-sidebar-layout":"default","site-content-layout":"","ast-site-content-layout":"default","site-content-style":"default","site-sidebar-style":"default","ast-global-header-display":"","ast-banner-title-visibility":"","ast-main-header-display":"","ast-hfb-above-header-display":"","ast-hfb-below-header-display":"","ast-hfb-mobile-header-display":"","site-post-title":"","ast-breadcrumbs-content":"","ast-featured-img":"","footer-sml-layout":"","ast-disable-related-posts":"","theme-transparent-header-meta":"","adv-header-id-meta":"","stick-header-meta":"","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","astra-migrate-meta-layouts":"default","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"ast-content-background-meta":{"desktop":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"footnotes":""},"categories":[25],"tags":[],"class_list":["post-194612","post","type-post","status-publish","format-standard","hentry","category-exams-certification"],"_links":{"self":[{"href":"https:\/\/www.learnexams.com\/blog\/wp-json\/wp\/v2\/posts\/194612","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.learnexams.com\/blog\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.learnexams.com\/blog\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.learnexams.com\/blog\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.learnexams.com\/blog\/wp-json\/wp\/v2\/comments?post=194612"}],"version-history":[{"count":0,"href":"https:\/\/www.learnexams.com\/blog\/wp-json\/wp\/v2\/posts\/194612\/revisions"}],"wp:attachment":[{"href":"https:\/\/www.learnexams.com\/blog\/wp-json\/wp\/v2\/media?parent=194612"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.learnexams.com\/blog\/wp-json\/wp\/v2\/categories?post=194612"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.learnexams.com\/blog\/wp-json\/wp\/v2\/tags?post=194612"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}