{"id":5683,"date":"2024-04-15T02:17:14","date_gmt":"2024-04-15T02:17:14","guid":{"rendered":"https:\/\/exam.pscnotes.com\/mcq\/?p=5683"},"modified":"2024-04-15T02:17:14","modified_gmt":"2024-04-15T02:17:14","slug":"at-any-point-of-a-beam-the-section-modulus-may-be-obtained-by-dividing-the-moment-of-inertia-of-the-section-by-a-depth-of-the-section-b-depth-of-the-neutral-axis-c-maximum-tensile-stress-at-the-se","status":"publish","type":"post","link":"https:\/\/exam.pscnotes.com\/mcq\/at-any-point-of-a-beam-the-section-modulus-may-be-obtained-by-dividing-the-moment-of-inertia-of-the-section-by-a-depth-of-the-section-b-depth-of-the-neutral-axis-c-maximum-tensile-stress-at-the-se\/","title":{"rendered":"At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by A. Depth of the section B. Depth of the neutral axis C. Maximum tensile stress at the section D. Maximum compressive stress at the section"},"content":{"rendered":"<p>\r\n    <!-- Check if it's an AMP page -->\r\n            <!-- Non-AMP version -->\r\n        <div class=\"mcq-container\" data-quiz-id=\"quizState_6a9927ad27155\">\r\n                                            <div class=\"option\" data-option-key=\"option1\" data-is-correct=\"false\">\r\n                    Depth of the section                <\/div>\r\n                                            <div class=\"option\" data-option-key=\"option2\" data-is-correct=\"true\">\r\n                    Depth of the neutral axis                <\/div>\r\n                                            <div class=\"option\" data-option-key=\"option3\" data-is-correct=\"false\">\r\n                    Maximum tensile stress at the section                <\/div>\r\n                                            <div class=\"option\" data-option-key=\"option4\" data-is-correct=\"false\">\r\n                    Maximum compressive stress at the section                <\/div>\r\n                            \r\n            <!-- Feedback messages for non-AMP -->\r\n            <div class=\"feedback\" data-feedback=\"wrong\">Answer is Right!<\/div>\r\n            <div class=\"feedback\" data-feedback=\"right\">Answer is Wrong!<\/div>\r\n        <\/div>\r\n\r\n        <script>\r\n        document.addEventListener('DOMContentLoaded', function () {\r\n            var containers = document.querySelectorAll('.mcq-container');\r\n\r\n            containers.forEach(function(container) {\r\n                var options = container.querySelectorAll('.option');\r\n                var feedbackSelect = container.querySelector('[data-feedback=\"select\"]');\r\n                var feedbackWrong = container.querySelector('[data-feedback=\"wrong\"]');\r\n                var feedbackRight = container.querySelector('[data-feedback=\"right\"]');\r\n\r\n                options.forEach(function(option) {\r\n                    option.addEventListener('click', function() {\r\n                        var selectedOption = option.getAttribute('data-option-key');\r\n                        var isCorrect = option.getAttribute('data-is-correct') === 'true';\r\n\r\n                        \/\/ Remove previous selections\r\n                        options.forEach(function(opt) {\r\n                            opt.classList.remove('correct', 'incorrect');\r\n                        });\r\n\r\n                        \/\/ Add the correct\/incorrect class\r\n                        if (isCorrect) {\r\n                            option.classList.add('correct');\r\n                            feedbackRight.hidden = false;\r\n                            feedbackWrong.hidden = true;\r\n                        } else {\r\n                            option.classList.add('incorrect');\r\n                            feedbackRight.hidden = true;\r\n                            feedbackWrong.hidden = false;\r\n                        }\r\n\r\n                        \/\/ Hide select feedback\r\n                        feedbackSelect.hidden = true;\r\n                    });\r\n                });\r\n            });\r\n        });\r\n        <\/script>\r\n    \r\n    <!--more--><\/p>\n<p>The correct answer is: B. Depth of the neutral axis.<\/p>\n<p>The section modulus is a property of a beam cross-section that is used to determine the beam&#8217;s resistance to bending. It is defined as the moment of inertia of the cross-section divided by the distance from the neutral axis to the extreme fiber. The neutral axis is the axis in a beam <div class=\"youtube-subscribe-container\">\r\n    <div class=\"telegram-channel-container\">\r\n        <a href=\"https:\/\/t.me\/pscnotes2025\" target=\"_blank\" class=\"telegram-channel-button\">\r\n            <span class=\"telegram-icon\">\r\n                <svg xmlns=\"http:\/\/www.w3.org\/2000\/svg\" viewBox=\"0 0 496 512\">\r\n                    <path fill=\"white\" d=\"M248,8C111,8,0,119,0,256s111,248,248,248s248-111,248-248S385,8,248,8z M362,177L320,367c-3,14-10,18-20,14l-56-41l-27,26 c-3,3-5,5-10,5l4-63L323,196c5-5-1-7-8-3l-98,62l-42-13c-9-3-10-9,2-14l162-63C351,160,365,164,362,177z\"\/>\r\n                <\/svg>\r\n            <\/span>\r\n            Join Our Telegram Channel\r\n        <\/a>\r\n    <\/div>     <a href=\"https:\/\/www.youtube.com\/channel\/UCNHT8lW-JmLC68rjBfZhdkg?sub_confirmation=1\" target=\"_blank\" class=\"youtube-subscribe-button\">\r\n            <span class=\"youtube-icon\">\r\n                <svg xmlns=\"http:\/\/www.w3.org\/2000\/svg\" viewBox=\"0 0 576 512\">\r\n                    <path d=\"M549.7 124.1c-6.3-23.7-24.8-42.3-48.3-48.6C458.8 64 288 64 288 64S117.2 64 74.6 75.5c-23.5 6.3-42 24.9-48.3 48.6-11.4 42.9-11.4 132.3-11.4 132.3s0 89.4 11.4 132.3c6.3 23.7 24.8 41.5 48.3 47.8C117.2 448 288 448 288 448s170.8 0 213.4-11.5c23.5-6.3 42-24.2 48.3-47.8 11.4-42.9 11.4-132.3 11.4-132.3s0-89.4-11.4-132.3zm-317.5 213.5V175.2l142.7 81.2-142.7 81.2z\"\/>\r\n                <\/svg>\r\n            <\/span>\r\n            Subscribe on YouTube\r\n        <\/a>\r\n    <\/div> cross-section where there is no bending stress. The moment of inertia is a measure of how resistant a cross-section is to bending. The greater the moment of inertia, the more resistant the cross-section is to bending. The distance from the neutral axis to the extreme fiber is the distance from the neutral axis to the outermost fibers of the cross-section. The greater the distance from the neutral axis to the extreme fiber, the greater the resistance of the cross-section to bending.<\/p>\n<p>The other options are incorrect because:<\/p>\n<ul>\n<li>Option A is incorrect because the depth of the section is not a factor in determining the section modulus.<\/li>\n<li>Option C is incorrect because the maximum tensile stress at the section is not a factor in determining the section modulus.<\/li>\n<li>Option D is incorrect because the maximum compressive stress at the section is not a factor in determining the section modulus.<\/li>\n<\/ul>\n","protected":false},"excerpt":{"rendered":"<p>Join Our Telegram Channel Subscribe on YouTube<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[639],"tags":[],"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>At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by A. Depth of the section B. Depth of the neutral axis C. Maximum tensile stress at the section D. Maximum compressive stress at the section<\/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\/at-any-point-of-a-beam-the-section-modulus-may-be-obtained-by-dividing-the-moment-of-inertia-of-the-section-by-a-depth-of-the-section-b-depth-of-the-neutral-axis-c-maximum-tensile-stress-at-the-se\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by A. Depth of the section B. Depth of the neutral axis C. Maximum tensile stress at the section D. Maximum compressive stress at the section\" \/>\n<meta property=\"og:description\" content=\"Join Our Telegram Channel Subscribe on YouTube\" \/>\n<meta property=\"og:url\" content=\"https:\/\/exam.pscnotes.com\/mcq\/at-any-point-of-a-beam-the-section-modulus-may-be-obtained-by-dividing-the-moment-of-inertia-of-the-section-by-a-depth-of-the-section-b-depth-of-the-neutral-axis-c-maximum-tensile-stress-at-the-se\/\" \/>\n<meta property=\"og:site_name\" content=\"MCQ and Quiz for Exams\" \/>\n<meta property=\"article:published_time\" content=\"2024-04-15T02:17:14+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=\"1 minute\" \/>\n<!-- \/ Yoast SEO Premium plugin. -->","yoast_head_json":{"title":"At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by A. Depth of the section B. Depth of the neutral axis C. Maximum tensile stress at the section D. Maximum compressive stress at the section","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\/at-any-point-of-a-beam-the-section-modulus-may-be-obtained-by-dividing-the-moment-of-inertia-of-the-section-by-a-depth-of-the-section-b-depth-of-the-neutral-axis-c-maximum-tensile-stress-at-the-se\/","og_locale":"en_US","og_type":"article","og_title":"At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by A. Depth of the section B. Depth of the neutral axis C. Maximum tensile stress at the section D. Maximum compressive stress at the section","og_description":"Join Our Telegram Channel Subscribe on YouTube","og_url":"https:\/\/exam.pscnotes.com\/mcq\/at-any-point-of-a-beam-the-section-modulus-may-be-obtained-by-dividing-the-moment-of-inertia-of-the-section-by-a-depth-of-the-section-b-depth-of-the-neutral-axis-c-maximum-tensile-stress-at-the-se\/","og_site_name":"MCQ and Quiz for Exams","article_published_time":"2024-04-15T02:17:14+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\/at-any-point-of-a-beam-the-section-modulus-may-be-obtained-by-dividing-the-moment-of-inertia-of-the-section-by-a-depth-of-the-section-b-depth-of-the-neutral-axis-c-maximum-tensile-stress-at-the-se\/","url":"https:\/\/exam.pscnotes.com\/mcq\/at-any-point-of-a-beam-the-section-modulus-may-be-obtained-by-dividing-the-moment-of-inertia-of-the-section-by-a-depth-of-the-section-b-depth-of-the-neutral-axis-c-maximum-tensile-stress-at-the-se\/","name":"At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by A. Depth of the section B. Depth of the neutral axis C. Maximum tensile stress at the section D. Maximum compressive stress at the section","isPartOf":{"@id":"https:\/\/exam.pscnotes.com\/mcq\/#website"},"datePublished":"2024-04-15T02:17:14+00:00","dateModified":"2024-04-15T02:17:14+00:00","author":{"@id":"https:\/\/exam.pscnotes.com\/mcq\/#\/schema\/person\/5807dafeb27d2ec82344d6cbd6c3d209"},"breadcrumb":{"@id":"https:\/\/exam.pscnotes.com\/mcq\/at-any-point-of-a-beam-the-section-modulus-may-be-obtained-by-dividing-the-moment-of-inertia-of-the-section-by-a-depth-of-the-section-b-depth-of-the-neutral-axis-c-maximum-tensile-stress-at-the-se\/#breadcrumb"},"inLanguage":"en-US","potentialAction":[{"@type":"ReadAction","target":["https:\/\/exam.pscnotes.com\/mcq\/at-any-point-of-a-beam-the-section-modulus-may-be-obtained-by-dividing-the-moment-of-inertia-of-the-section-by-a-depth-of-the-section-b-depth-of-the-neutral-axis-c-maximum-tensile-stress-at-the-se\/"]}]},{"@type":"BreadcrumbList","@id":"https:\/\/exam.pscnotes.com\/mcq\/at-any-point-of-a-beam-the-section-modulus-may-be-obtained-by-dividing-the-moment-of-inertia-of-the-section-by-a-depth-of-the-section-b-depth-of-the-neutral-axis-c-maximum-tensile-stress-at-the-se\/#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":"Theory of structures","item":"https:\/\/exam.pscnotes.com\/mcq\/category\/mcq\/civil-engineering\/theory-of-structures\/"},{"@type":"ListItem","position":5,"name":"At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by A. Depth of the section B. Depth of the neutral axis C. Maximum tensile stress at the section D. Maximum compressive stress at the section"}]},{"@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\/d97f17072bfa490596c8f78363955d55?s=96&d=mm&r=g","contentUrl":"https:\/\/secure.gravatar.com\/avatar\/d97f17072bfa490596c8f78363955d55?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\/5683"}],"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=5683"}],"version-history":[{"count":0,"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/posts\/5683\/revisions"}],"wp:attachment":[{"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/media?parent=5683"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/categories?post=5683"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/tags?post=5683"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}