{"id":5821,"date":"2024-04-15T02:19:21","date_gmt":"2024-04-15T02:19:21","guid":{"rendered":"https:\/\/exam.pscnotes.com\/mcq\/?p=5821"},"modified":"2024-04-15T02:19:21","modified_gmt":"2024-04-15T02:19:21","slug":"if-ac-asc-and-a-are-areas-of-concrete-longitudinal-steel-and-section-of-a-r-c-c-column-and-m-and-sigma-_textc-are-the-modular-ratio-and-maximum-stress-in-the-configuration-of-concrete","status":"publish","type":"post","link":"https:\/\/exam.pscnotes.com\/mcq\/if-ac-asc-and-a-are-areas-of-concrete-longitudinal-steel-and-section-of-a-r-c-c-column-and-m-and-sigma-_textc-are-the-modular-ratio-and-maximum-stress-in-the-configuration-of-concrete\/","title":{"rendered":"If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and $${\\sigma _{\\text{c}}}$$ are the modular ratio and maximum stress in the configuration of concrete, the strength of column is A. $${\\sigma _{\\text{c}}}{{\\text{A}}_{\\text{c}}} + {\\text{m}}{\\sigma _{\\text{c}}}{{\\text{A}}_{{\\text{sc}}}}$$ B. $${\\sigma _{\\text{c}}}\\left( {{\\text{A}} &#8211; {{\\text{A}}_{{\\text{sc}}}}} \\right) + {\\text{m}}{\\sigma _{\\text{c}}}{{\\text{A}}_{{\\text{sc}}}}$$ C. $${\\sigma _{\\text{c}}}\\left[ {{\\text{A}} + \\left( {{\\text{m}} &#8211; 1} \\right){{\\text{A}}_{{\\text{sc}}}}} \\right]$$ D. All the above"},"content":{"rendered":"<p>[amp_mcq option1=&#8221;$${\\sigma _{\\text{c}}}{{\\text{A}}_{\\text{c}}} + {\\text{m}}{\\sigma _{\\text{c}}}{{\\text{A}}_{{\\text{sc}}}}$$&#8221; option2=&#8221;$${\\sigma _{\\text{c}}}\\left( {{\\text{A}} &#8211; {{\\text{A}}_{{\\text{sc}}}}} \\right) + {\\text{m}}{\\sigma _{\\text{c}}}{{\\text{A}}_{{\\text{sc}}}}$$&#8221; option3=&#8221;column and m and $${\\sigma _{\\text{c}}}$$ are the modular ratio and maximum stress in the configuration of concrete, the strength of column is A. $${\\sigma _{\\text{c}}}{{\\text{A}}_{\\text{c}}} + {\\text{m}}{\\sigma _{\\text{c}}}{{\\text{A}}_{{\\text{sc}}}}$$ B. $${\\sigma _{\\text{c}}}\\left( {{\\text{A}} &#8211; {{\\text{A}}_{{\\text{sc}}}}} \\right) + {\\text{m}}{\\sigma _{\\text{c}}}{{\\text{A}}_{{\\text{sc}}}}$$ C. $${\\sigma _{\\text{c}}}\\left[ {{\\text{A}} + \\left( {{\\text{m}} &#8211; 1} \\right){{\\text{A}}_{{\\text{sc}}}}} \\right]$$&#8221; option4=&#8221;All the above&#8221; correct=&#8221;option1&#8243;]<!--more--><\/p>\n<p>The correct answer is $\\boxed{\\text{C}}$.<\/p>\n<p>The strength of a reinforced concrete column is given by the following equation:<\/p>\n<p>$$\\sigma_c = \\frac{N}{A}$$<\/p>\n<p>where:<\/p>\n<ul>\n<li>$\\sigma_c$ is the compressive stress in the concrete<\/li>\n<li>$N$ is the axial load on the column<\/li>\n<li>$A$ is the cross-sectional area of the column<\/li>\n<\/ul>\n<p>The modular ratio, $m$, is a dimensionless quantity that is defined as the ratio of the elastic modulus of steel to the elastic modulus of concrete. The maximum stress in the concrete, $\\sigma_c$, is given by the following equation:<\/p>\n<p>$$\\sigma_c = \\frac{f_c&#8217;}{m}$$<\/p>\n<p>where:<\/p>\n<ul>\n<li>$f_c&#8217;$ is the compressive strength of the concrete<\/li>\n<\/ul>\n<p>The area of concrete, $A_c$, is given by the following equation:<\/p>\n<p>$$A_c = \\pi r^2$$<\/p>\n<p>where:<\/p>\n<ul>\n<li>$r$ is the radius of the column<\/li>\n<\/ul>\n<p>The area of longitudinal steel, $A_s$, is given by the following equation:<\/p>\n<p>$$A_s = bh$$<\/p>\n<p>where:<\/p>\n<ul>\n<li>$b$ is the width of the column<\/li>\n<li>$h$ is the height of the column<\/li>\n<\/ul>\n<p>Substituting these equations into the equation for the strength of the column, we get the following equation:<\/p>\n<p>$$\\sigma_c = \\frac{N}{A} = \\frac{f_c&#8217;}{m} \\pi r^2 + \\frac{f_y&#8217;}{m} bh$$<\/p>\n<p>where:<\/p>\n<ul>\n<li>$f_y&#8217;$ is the yield strength of the steel<\/li>\n<\/ul>\n<p>Therefore, the strength of the column is given by the following equation:<\/p>\n<p>$$\\sigma_c = \\sigma_c\\left[ A + \\left( m &#8211; 1 \\right) A_s \\right]$$<\/p>\n<p>where:<\/p>\n<ul>\n<li>$\\sigma_c$ is the maximum stress in the concrete<\/li>\n<li>$A$ is the cross-sectional area of the column<\/li>\n<li>$A_s$ is the area of longitudinal steel<\/li>\n<li>$m$ is the modular ratio<\/li>\n<\/ul>\n","protected":false},"excerpt":{"rendered":"<p>[amp_mcq option1=&#8221;$${\\sigma _{\\text{c}}}{{\\text{A}}_{\\text{c}}} + {\\text{m}}{\\sigma _{\\text{c}}}{{\\text{A}}_{{\\text{sc}}}}$$&#8221; option2=&#8221;$${\\sigma _{\\text{c}}}\\left( {{\\text{A}} &#8211; {{\\text{A}}_{{\\text{sc}}}}} \\right) + {\\text{m}}{\\sigma _{\\text{c}}}{{\\text{A}}_{{\\text{sc}}}}$$&#8221; option3=&#8221;column and m and $${\\sigma _{\\text{c}}}$$ are the modular ratio and maximum stress in the configuration of concrete, the strength of column is A. $${\\sigma _{\\text{c}}}{{\\text{A}}_{\\text{c}}} + {\\text{m}}{\\sigma _{\\text{c}}}{{\\text{A}}_{{\\text{sc}}}}$$ B. $${\\sigma _{\\text{c}}}\\left( {{\\text{A}} &#8211; {{\\text{A}}_{{\\text{sc}}}}} \\right) + {\\text{m}}{\\sigma _{\\text{c}}}{{\\text{A}}_{{\\text{sc}}}}$$ C. &#8230; <\/p>\n<p class=\"read-more-container\"><a title=\"If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and $${\\sigma _{\\text{c}}}$$ are the modular ratio and maximum stress in the configuration of concrete, the strength of column is A. $${\\sigma _{\\text{c}}}{{\\text{A}}_{\\text{c}}} + {\\text{m}}{\\sigma _{\\text{c}}}{{\\text{A}}_{{\\text{sc}}}}$$ B. $${\\sigma _{\\text{c}}}\\left( {{\\text{A}} &#8211; {{\\text{A}}_{{\\text{sc}}}}} \\right) + {\\text{m}}{\\sigma _{\\text{c}}}{{\\text{A}}_{{\\text{sc}}}}$$ C. $${\\sigma _{\\text{c}}}\\left[ {{\\text{A}} + \\left( {{\\text{m}} &#8211; 1} \\right){{\\text{A}}_{{\\text{sc}}}}} \\right]$$ D. All the above\" class=\"read-more button\" href=\"https:\/\/exam.pscnotes.com\/mcq\/if-ac-asc-and-a-are-areas-of-concrete-longitudinal-steel-and-section-of-a-r-c-c-column-and-m-and-sigma-_textc-are-the-modular-ratio-and-maximum-stress-in-the-configuration-of-concrete\/#more-5821\">Detailed Solution<span class=\"screen-reader-text\">If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and $${\\sigma _{\\text{c}}}$$ are the modular ratio and maximum stress in the configuration of concrete, the strength of column is A. $${\\sigma _{\\text{c}}}{{\\text{A}}_{\\text{c}}} + {\\text{m}}{\\sigma _{\\text{c}}}{{\\text{A}}_{{\\text{sc}}}}$$ B. $${\\sigma _{\\text{c}}}\\left( {{\\text{A}} &#8211; {{\\text{A}}_{{\\text{sc}}}}} \\right) + {\\text{m}}{\\sigma _{\\text{c}}}{{\\text{A}}_{{\\text{sc}}}}$$ C. $${\\sigma _{\\text{c}}}\\left[ {{\\text{A}} + \\left( {{\\text{m}} &#8211; 1} \\right){{\\text{A}}_{{\\text{sc}}}}} \\right]$$ D. All the above<\/span><\/a><\/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-5821","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>If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and $${\\sigma _{\\text{c}}}$$ are the modular ratio and maximum stress in the configuration of concrete, the strength of column is A. $${\\sigma _{\\text{c}}}{{\\text{A}}_{\\text{c}}} + {\\text{m}}{\\sigma _{\\text{c}}}{{\\text{A}}_{{\\text{sc}}}}$$ B. $${\\sigma _{\\text{c}}}\\left( {{\\text{A}} - {{\\text{A}}_{{\\text{sc}}}}} \\right) + {\\text{m}}{\\sigma _{\\text{c}}}{{\\text{A}}_{{\\text{sc}}}}$$ C. $${\\sigma _{\\text{c}}}\\left[ {{\\text{A}} + \\left( {{\\text{m}} - 1} \\right){{\\text{A}}_{{\\text{sc}}}}} \\right]$$ D. All the above<\/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\/if-ac-asc-and-a-are-areas-of-concrete-longitudinal-steel-and-section-of-a-r-c-c-column-and-m-and-sigma-_textc-are-the-modular-ratio-and-maximum-stress-in-the-configuration-of-concrete\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and $${\\sigma _{\\text{c}}}$$ are the modular ratio and maximum stress in the configuration of concrete, the strength of column is A. $${\\sigma _{\\text{c}}}{{\\text{A}}_{\\text{c}}} + {\\text{m}}{\\sigma _{\\text{c}}}{{\\text{A}}_{{\\text{sc}}}}$$ B. $${\\sigma _{\\text{c}}}\\left( {{\\text{A}} - {{\\text{A}}_{{\\text{sc}}}}} \\right) + {\\text{m}}{\\sigma _{\\text{c}}}{{\\text{A}}_{{\\text{sc}}}}$$ C. $${\\sigma _{\\text{c}}}\\left[ {{\\text{A}} + \\left( {{\\text{m}} - 1} \\right){{\\text{A}}_{{\\text{sc}}}}} \\right]$$ D. All the above\" \/>\n<meta property=\"og:description\" content=\"[amp_mcq option1=&#8221;$${sigma _{text{c}}}{{text{A}}_{text{c}}} + {text{m}}{sigma _{text{c}}}{{text{A}}_{{text{sc}}}}$$&#8221; option2=&#8221;$${sigma _{text{c}}}left( {{text{A}} &#8211; {{text{A}}_{{text{sc}}}}} right) + {text{m}}{sigma _{text{c}}}{{text{A}}_{{text{sc}}}}$$&#8221; option3=&#8221;column and m and $${sigma _{text{c}}}$$ are the modular ratio and maximum stress in the configuration of concrete, the strength of column is A. $${sigma _{text{c}}}{{text{A}}_{text{c}}} + {text{m}}{sigma _{text{c}}}{{text{A}}_{{text{sc}}}}$$ B. $${sigma _{text{c}}}left( {{text{A}} &#8211; {{text{A}}_{{text{sc}}}}} right) + {text{m}}{sigma _{text{c}}}{{text{A}}_{{text{sc}}}}$$ C. ... Detailed SolutionIf Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and $${sigma _{text{c}}}$$ are the modular ratio and maximum stress in the configuration of concrete, the strength of column is A. $${sigma _{text{c}}}{{text{A}}_{text{c}}} + {text{m}}{sigma _{text{c}}}{{text{A}}_{{text{sc}}}}$$ B. $${sigma _{text{c}}}left( {{text{A}} &#8211; {{text{A}}_{{text{sc}}}}} right) + {text{m}}{sigma _{text{c}}}{{text{A}}_{{text{sc}}}}$$ C. $${sigma _{text{c}}}left[ {{text{A}} + left( {{text{m}} &#8211; 1} right){{text{A}}_{{text{sc}}}}} right]$$ D. All the above\" \/>\n<meta property=\"og:url\" content=\"https:\/\/exam.pscnotes.com\/mcq\/if-ac-asc-and-a-are-areas-of-concrete-longitudinal-steel-and-section-of-a-r-c-c-column-and-m-and-sigma-_textc-are-the-modular-ratio-and-maximum-stress-in-the-configuration-of-concrete\/\" \/>\n<meta property=\"og:site_name\" content=\"MCQ and Quiz for Exams\" \/>\n<meta property=\"article:published_time\" content=\"2024-04-15T02:19:21+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":"If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and $${\\sigma _{\\text{c}}}$$ are the modular ratio and maximum stress in the configuration of concrete, the strength of column is A. $${\\sigma _{\\text{c}}}{{\\text{A}}_{\\text{c}}} + {\\text{m}}{\\sigma _{\\text{c}}}{{\\text{A}}_{{\\text{sc}}}}$$ B. $${\\sigma _{\\text{c}}}\\left( {{\\text{A}} - {{\\text{A}}_{{\\text{sc}}}}} \\right) + {\\text{m}}{\\sigma _{\\text{c}}}{{\\text{A}}_{{\\text{sc}}}}$$ C. $${\\sigma _{\\text{c}}}\\left[ {{\\text{A}} + \\left( {{\\text{m}} - 1} \\right){{\\text{A}}_{{\\text{sc}}}}} \\right]$$ D. All the above","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\/if-ac-asc-and-a-are-areas-of-concrete-longitudinal-steel-and-section-of-a-r-c-c-column-and-m-and-sigma-_textc-are-the-modular-ratio-and-maximum-stress-in-the-configuration-of-concrete\/","og_locale":"en_US","og_type":"article","og_title":"If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and $${\\sigma _{\\text{c}}}$$ are the modular ratio and maximum stress in the configuration of concrete, the strength of column is A. $${\\sigma _{\\text{c}}}{{\\text{A}}_{\\text{c}}} + {\\text{m}}{\\sigma _{\\text{c}}}{{\\text{A}}_{{\\text{sc}}}}$$ B. $${\\sigma _{\\text{c}}}\\left( {{\\text{A}} - {{\\text{A}}_{{\\text{sc}}}}} \\right) + {\\text{m}}{\\sigma _{\\text{c}}}{{\\text{A}}_{{\\text{sc}}}}$$ C. $${\\sigma _{\\text{c}}}\\left[ {{\\text{A}} + \\left( {{\\text{m}} - 1} \\right){{\\text{A}}_{{\\text{sc}}}}} \\right]$$ D. All the above","og_description":"[amp_mcq option1=&#8221;$${sigma _{text{c}}}{{text{A}}_{text{c}}} + {text{m}}{sigma _{text{c}}}{{text{A}}_{{text{sc}}}}$$&#8221; option2=&#8221;$${sigma _{text{c}}}left( {{text{A}} &#8211; {{text{A}}_{{text{sc}}}}} right) + {text{m}}{sigma _{text{c}}}{{text{A}}_{{text{sc}}}}$$&#8221; option3=&#8221;column and m and $${sigma _{text{c}}}$$ are the modular ratio and maximum stress in the configuration of concrete, the strength of column is A. $${sigma _{text{c}}}{{text{A}}_{text{c}}} + {text{m}}{sigma _{text{c}}}{{text{A}}_{{text{sc}}}}$$ B. $${sigma _{text{c}}}left( {{text{A}} &#8211; {{text{A}}_{{text{sc}}}}} right) + {text{m}}{sigma _{text{c}}}{{text{A}}_{{text{sc}}}}$$ C. ... Detailed SolutionIf Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and $${sigma _{text{c}}}$$ are the modular ratio and maximum stress in the configuration of concrete, the strength of column is A. $${sigma _{text{c}}}{{text{A}}_{text{c}}} + {text{m}}{sigma _{text{c}}}{{text{A}}_{{text{sc}}}}$$ B. $${sigma _{text{c}}}left( {{text{A}} &#8211; {{text{A}}_{{text{sc}}}}} right) + {text{m}}{sigma _{text{c}}}{{text{A}}_{{text{sc}}}}$$ C. $${sigma _{text{c}}}left[ {{text{A}} + left( {{text{m}} &#8211; 1} right){{text{A}}_{{text{sc}}}}} right]$$ D. All the above","og_url":"https:\/\/exam.pscnotes.com\/mcq\/if-ac-asc-and-a-are-areas-of-concrete-longitudinal-steel-and-section-of-a-r-c-c-column-and-m-and-sigma-_textc-are-the-modular-ratio-and-maximum-stress-in-the-configuration-of-concrete\/","og_site_name":"MCQ and Quiz for Exams","article_published_time":"2024-04-15T02:19:21+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\/if-ac-asc-and-a-are-areas-of-concrete-longitudinal-steel-and-section-of-a-r-c-c-column-and-m-and-sigma-_textc-are-the-modular-ratio-and-maximum-stress-in-the-configuration-of-concrete\/","url":"https:\/\/exam.pscnotes.com\/mcq\/if-ac-asc-and-a-are-areas-of-concrete-longitudinal-steel-and-section-of-a-r-c-c-column-and-m-and-sigma-_textc-are-the-modular-ratio-and-maximum-stress-in-the-configuration-of-concrete\/","name":"If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and $${\\sigma _{\\text{c}}}$$ are the modular ratio and maximum stress in the configuration of concrete, the strength of column is A. $${\\sigma _{\\text{c}}}{{\\text{A}}_{\\text{c}}} + {\\text{m}}{\\sigma _{\\text{c}}}{{\\text{A}}_{{\\text{sc}}}}$$ B. $${\\sigma _{\\text{c}}}\\left( {{\\text{A}} - {{\\text{A}}_{{\\text{sc}}}}} \\right) + {\\text{m}}{\\sigma _{\\text{c}}}{{\\text{A}}_{{\\text{sc}}}}$$ C. $${\\sigma _{\\text{c}}}\\left[ {{\\text{A}} + \\left( {{\\text{m}} - 1} \\right){{\\text{A}}_{{\\text{sc}}}}} \\right]$$ D. All the above","isPartOf":{"@id":"https:\/\/exam.pscnotes.com\/mcq\/#website"},"datePublished":"2024-04-15T02:19:21+00:00","dateModified":"2024-04-15T02:19:21+00:00","author":{"@id":"https:\/\/exam.pscnotes.com\/mcq\/#\/schema\/person\/5807dafeb27d2ec82344d6cbd6c3d209"},"breadcrumb":{"@id":"https:\/\/exam.pscnotes.com\/mcq\/if-ac-asc-and-a-are-areas-of-concrete-longitudinal-steel-and-section-of-a-r-c-c-column-and-m-and-sigma-_textc-are-the-modular-ratio-and-maximum-stress-in-the-configuration-of-concrete\/#breadcrumb"},"inLanguage":"en-US","potentialAction":[{"@type":"ReadAction","target":["https:\/\/exam.pscnotes.com\/mcq\/if-ac-asc-and-a-are-areas-of-concrete-longitudinal-steel-and-section-of-a-r-c-c-column-and-m-and-sigma-_textc-are-the-modular-ratio-and-maximum-stress-in-the-configuration-of-concrete\/"]}]},{"@type":"BreadcrumbList","@id":"https:\/\/exam.pscnotes.com\/mcq\/if-ac-asc-and-a-are-areas-of-concrete-longitudinal-steel-and-section-of-a-r-c-c-column-and-m-and-sigma-_textc-are-the-modular-ratio-and-maximum-stress-in-the-configuration-of-concrete\/#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":"Rcc structures design","item":"https:\/\/exam.pscnotes.com\/mcq\/category\/mcq\/civil-engineering\/rcc-structures-design\/"},{"@type":"ListItem","position":5,"name":"If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and $${\\sigma _{\\text{c}}}$$ are the modular ratio and maximum stress in the configuration of concrete, the strength of column is A. $${\\sigma _{\\text{c}}}{{\\text{A}}_{\\text{c}}} + {\\text{m}}{\\sigma _{\\text{c}}}{{\\text{A}}_{{\\text{sc}}}}$$ B. $${\\sigma _{\\text{c}}}\\left( {{\\text{A}} &#8211; {{\\text{A}}_{{\\text{sc}}}}} \\right) + {\\text{m}}{\\sigma _{\\text{c}}}{{\\text{A}}_{{\\text{sc}}}}$$ C. $${\\sigma _{\\text{c}}}\\left[ {{\\text{A}} + \\left( {{\\text{m}} &#8211; 1} \\right){{\\text{A}}_{{\\text{sc}}}}} \\right]$$ D. All the above"}]},{"@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\/5821","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=5821"}],"version-history":[{"count":0,"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/posts\/5821\/revisions"}],"wp:attachment":[{"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/media?parent=5821"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/categories?post=5821"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/tags?post=5821"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}