{"id":5655,"date":"2024-04-15T02:16:50","date_gmt":"2024-04-15T02:16:50","guid":{"rendered":"https:\/\/exam.pscnotes.com\/mcq\/?p=5655"},"modified":"2024-04-15T02:16:50","modified_gmt":"2024-04-15T02:16:50","slug":"a-compound-bar-consists-of-two-bars-of-equal-length-steel-bar-cross-section-is-3500-mm2-and-that-of-brass-bar-is-3000-mm2-these-are-subjected-to-a-compressive-load-100000-n-if-eb-0-2-mn-mm2-and","status":"publish","type":"post","link":"https:\/\/exam.pscnotes.com\/mcq\/a-compound-bar-consists-of-two-bars-of-equal-length-steel-bar-cross-section-is-3500-mm2-and-that-of-brass-bar-is-3000-mm2-these-are-subjected-to-a-compressive-load-100000-n-if-eb-0-2-mn-mm2-and\/","title":{"rendered":"A compound bar consists of two bars of equal length. Steel bar cross-section is 3500 mm2 and that of brass bar is 3000 mm2. These are subjected to a compressive load 1,00,000 N. If Eb = 0.2 MN\/mm2 and Eb = 0.1 MN\/mm2, the stresses developed are: A. $${\\sigma _{\\text{b}}}$$ = 10 N\/mm2, $${\\sigma _{\\text{s}}}$$ = 20 N\/mm2 B. $${\\sigma _{\\text{b}}}$$ = 8 N\/mm2, $${\\sigma _{\\text{s}}}$$ = 16 N\/mm2 C. $${\\sigma _{\\text{b}}}$$ = 6 N\/mm2, $${\\sigma _{\\text{s}}}$$ = 12 N\/mm2 D. $${\\sigma _{\\text{b}}}$$ = 5 N\/mm2, $${\\sigma _{\\text{s}}}$$ = 10 N\/mm2"},"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_6a9a8c6b556a7\">\r\n                                            <div class=\"option\" data-option-key=\"option1\" data-is-correct=\"false\">\r\n                    $${sigma _{\text{b}}}$$ = 10 N\/mm2, $${sigma _{\text{s}}}$$ = 20 N\/mm2                <\/div>\r\n                                            <div class=\"option\" data-option-key=\"option2\" data-is-correct=\"false\">\r\n                    $${sigma _{\text{b}}}$$ = 8 N\/mm2, $${sigma _{\text{s}}}$$ = 16 N\/mm2                <\/div>\r\n                                            <div class=\"option\" data-option-key=\"option3\" data-is-correct=\"true\">\r\n                    $${sigma _{\text{b}}}$$ = 6 N\/mm2, $${sigma _{\text{s}}}$$ = 12 N\/mm2                <\/div>\r\n                                            <div class=\"option\" data-option-key=\"option4\" data-is-correct=\"false\">\r\n                    $${sigma _{\text{b}}}$$ = 5 N\/mm2, $${sigma _{\text{s}}}$$ = 10 N\/mm2                <\/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: $${\\sigma <em>{\\text{b}}}$$ = 6 N\/mm2, $${\\sigma <\/em>{\\text{s}}}$$ = 12 N\/mm2.<\/p>\n<p>The stress in a bar is given by the formula:<\/p>\n<p>$$\\sigma = \\frac{F}{A}$$<\/p>\n<p>where $F$ is the force applied to the bar, $A$ is the cross-sectional area of the bar, and $\\sigma$ is the stress in the bar.<\/p>\n<p>In this case, the force applied to the bar is $F = 1,00,000 N$, the cross-sectional area of the steel bar is $A_s = 3500 mm^2$, and the cross-sectional area of the brass bar is $A_b = 3000 mm^2$. The Young&#8217;s modulus of steel is $E_s = 0.2 MN\/mm^2$, and the Young&#8217;s modulus of brass is $E_b = 0.1 MN\/mm^2$.<\/p>\n<p>The stress in the steel bar is:<\/p>\n<p>$$\\sigma_s = \\frac{F}{A_s} = \\frac{1,00,000 N}{3500 mm^2} = 28.57 N\/mm^2$$<\/p>\n<p>The stress in the brass bar is:<\/p>\n<p>$$\\sigma_b = \\frac{F}{A_b} = \\frac{1,00,000 N}{3000 mm^2} = 33.33 N\/mm^2$$<\/p>\n<p>Therefore, the stresses developed are:<\/p>\n<p>$${\\sigma <em>{\\text{b}}}$$ = 6 N\/mm2, $${\\sigma <\/em>{\\text{s}}}$$ = 12 N\/mm2.<\/p>\n<p>Here is a brief explanation of each option:<\/p>\n<ul>\n<li>Option A: ${\\sigma <em>{\\text{b}}}$ = 10 N\/mm2, ${\\sigma <\/em>{\\text{s}}}$ = 20 N\/mm2. This option is incorrect because the stress in the steel bar cannot be greater than the stress in the brass bar. The stress in a bar is proportional to its Young&#8217;s modulus, and the <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> Young&#8217;s modulus of steel is greater than the Young&#8217;s modulus of brass. Therefore, the stress in the steel bar must be less than the stress in the brass bar.<\/li>\n<li>Option B: ${\\sigma <em>{\\text{b}}}$ = 8 N\/mm2, ${\\sigma <\/em>{\\text{s}}}$ = 16 N\/mm2. This option is incorrect because the stress in the steel bar cannot be less than the stress in the brass bar. The stress in a bar is proportional to its Young&#8217;s modulus, and the Young&#8217;s modulus of steel is greater than the Young&#8217;s modulus of brass. Therefore, the stress in the steel bar must be greater than the stress in the brass bar.<\/li>\n<li>Option C: ${\\sigma <em>{\\text{b}}}$ = 6 N\/mm2, ${\\sigma <\/em>{\\text{s}}}$ = 12 N\/mm2. This option is correct because the stress in the steel bar is greater than the stress in the brass bar, and the stress in each bar is proportional to its Young&#8217;s modulus.<\/li>\n<li>Option D: ${\\sigma <em>{\\text{b}}}$ = 5 N\/mm2, ${\\sigma <\/em>{\\text{s}}}$ = 10 N\/mm2. This option is incorrect because the stress in the steel bar cannot be less than the stress in the brass <div class=\"youtube-subscribe-container\">\r\n        <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> bar. The stress in a bar is proportional to its Young&#8217;s modulus, and the Young&#8217;s modulus of steel is greater than the Young&#8217;s modulus of brass. Therefore, the stress in the steel bar must be greater than the stress in the brass bar.<\/li>\n<\/ul>\n","protected":false},"excerpt":{"rendered":"<p>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>A compound bar consists of two bars of equal length. Steel bar cross-section is 3500 mm2 and that of brass bar is 3000 mm2. These are subjected to a compressive load 1,00,000 N. If Eb = 0.2 MN\/mm2 and Eb = 0.1 MN\/mm2, the stresses developed are: A. $${\\sigma _{\\text{b}}}$$ = 10 N\/mm2, $${\\sigma _{\\text{s}}}$$ = 20 N\/mm2 B. $${\\sigma _{\\text{b}}}$$ = 8 N\/mm2, $${\\sigma _{\\text{s}}}$$ = 16 N\/mm2 C. $${\\sigma _{\\text{b}}}$$ = 6 N\/mm2, $${\\sigma _{\\text{s}}}$$ = 12 N\/mm2 D. $${\\sigma _{\\text{b}}}$$ = 5 N\/mm2, $${\\sigma _{\\text{s}}}$$ = 10 N\/mm2<\/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\/a-compound-bar-consists-of-two-bars-of-equal-length-steel-bar-cross-section-is-3500-mm2-and-that-of-brass-bar-is-3000-mm2-these-are-subjected-to-a-compressive-load-100000-n-if-eb-0-2-mn-mm2-and\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"A compound bar consists of two bars of equal length. Steel bar cross-section is 3500 mm2 and that of brass bar is 3000 mm2. These are subjected to a compressive load 1,00,000 N. If Eb = 0.2 MN\/mm2 and Eb = 0.1 MN\/mm2, the stresses developed are: A. $${\\sigma _{\\text{b}}}$$ = 10 N\/mm2, $${\\sigma _{\\text{s}}}$$ = 20 N\/mm2 B. $${\\sigma _{\\text{b}}}$$ = 8 N\/mm2, $${\\sigma _{\\text{s}}}$$ = 16 N\/mm2 C. $${\\sigma _{\\text{b}}}$$ = 6 N\/mm2, $${\\sigma _{\\text{s}}}$$ = 12 N\/mm2 D. $${\\sigma _{\\text{b}}}$$ = 5 N\/mm2, $${\\sigma _{\\text{s}}}$$ = 10 N\/mm2\" \/>\n<meta property=\"og:description\" content=\"Subscribe on YouTube\" \/>\n<meta property=\"og:url\" content=\"https:\/\/exam.pscnotes.com\/mcq\/a-compound-bar-consists-of-two-bars-of-equal-length-steel-bar-cross-section-is-3500-mm2-and-that-of-brass-bar-is-3000-mm2-these-are-subjected-to-a-compressive-load-100000-n-if-eb-0-2-mn-mm2-and\/\" \/>\n<meta property=\"og:site_name\" content=\"MCQ and Quiz for Exams\" \/>\n<meta property=\"article:published_time\" content=\"2024-04-15T02:16:50+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":"A compound bar consists of two bars of equal length. Steel bar cross-section is 3500 mm2 and that of brass bar is 3000 mm2. These are subjected to a compressive load 1,00,000 N. If Eb = 0.2 MN\/mm2 and Eb = 0.1 MN\/mm2, the stresses developed are: A. $${\\sigma _{\\text{b}}}$$ = 10 N\/mm2, $${\\sigma _{\\text{s}}}$$ = 20 N\/mm2 B. $${\\sigma _{\\text{b}}}$$ = 8 N\/mm2, $${\\sigma _{\\text{s}}}$$ = 16 N\/mm2 C. $${\\sigma _{\\text{b}}}$$ = 6 N\/mm2, $${\\sigma _{\\text{s}}}$$ = 12 N\/mm2 D. $${\\sigma _{\\text{b}}}$$ = 5 N\/mm2, $${\\sigma _{\\text{s}}}$$ = 10 N\/mm2","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\/a-compound-bar-consists-of-two-bars-of-equal-length-steel-bar-cross-section-is-3500-mm2-and-that-of-brass-bar-is-3000-mm2-these-are-subjected-to-a-compressive-load-100000-n-if-eb-0-2-mn-mm2-and\/","og_locale":"en_US","og_type":"article","og_title":"A compound bar consists of two bars of equal length. Steel bar cross-section is 3500 mm2 and that of brass bar is 3000 mm2. These are subjected to a compressive load 1,00,000 N. If Eb = 0.2 MN\/mm2 and Eb = 0.1 MN\/mm2, the stresses developed are: A. $${\\sigma _{\\text{b}}}$$ = 10 N\/mm2, $${\\sigma _{\\text{s}}}$$ = 20 N\/mm2 B. $${\\sigma _{\\text{b}}}$$ = 8 N\/mm2, $${\\sigma _{\\text{s}}}$$ = 16 N\/mm2 C. $${\\sigma _{\\text{b}}}$$ = 6 N\/mm2, $${\\sigma _{\\text{s}}}$$ = 12 N\/mm2 D. $${\\sigma _{\\text{b}}}$$ = 5 N\/mm2, $${\\sigma _{\\text{s}}}$$ = 10 N\/mm2","og_description":"Subscribe on YouTube","og_url":"https:\/\/exam.pscnotes.com\/mcq\/a-compound-bar-consists-of-two-bars-of-equal-length-steel-bar-cross-section-is-3500-mm2-and-that-of-brass-bar-is-3000-mm2-these-are-subjected-to-a-compressive-load-100000-n-if-eb-0-2-mn-mm2-and\/","og_site_name":"MCQ and Quiz for Exams","article_published_time":"2024-04-15T02:16:50+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\/a-compound-bar-consists-of-two-bars-of-equal-length-steel-bar-cross-section-is-3500-mm2-and-that-of-brass-bar-is-3000-mm2-these-are-subjected-to-a-compressive-load-100000-n-if-eb-0-2-mn-mm2-and\/","url":"https:\/\/exam.pscnotes.com\/mcq\/a-compound-bar-consists-of-two-bars-of-equal-length-steel-bar-cross-section-is-3500-mm2-and-that-of-brass-bar-is-3000-mm2-these-are-subjected-to-a-compressive-load-100000-n-if-eb-0-2-mn-mm2-and\/","name":"A compound bar consists of two bars of equal length. Steel bar cross-section is 3500 mm2 and that of brass bar is 3000 mm2. These are subjected to a compressive load 1,00,000 N. If Eb = 0.2 MN\/mm2 and Eb = 0.1 MN\/mm2, the stresses developed are: A. $${\\sigma _{\\text{b}}}$$ = 10 N\/mm2, $${\\sigma _{\\text{s}}}$$ = 20 N\/mm2 B. $${\\sigma _{\\text{b}}}$$ = 8 N\/mm2, $${\\sigma _{\\text{s}}}$$ = 16 N\/mm2 C. $${\\sigma _{\\text{b}}}$$ = 6 N\/mm2, $${\\sigma _{\\text{s}}}$$ = 12 N\/mm2 D. $${\\sigma _{\\text{b}}}$$ = 5 N\/mm2, $${\\sigma _{\\text{s}}}$$ = 10 N\/mm2","isPartOf":{"@id":"https:\/\/exam.pscnotes.com\/mcq\/#website"},"datePublished":"2024-04-15T02:16:50+00:00","dateModified":"2024-04-15T02:16:50+00:00","author":{"@id":"https:\/\/exam.pscnotes.com\/mcq\/#\/schema\/person\/5807dafeb27d2ec82344d6cbd6c3d209"},"breadcrumb":{"@id":"https:\/\/exam.pscnotes.com\/mcq\/a-compound-bar-consists-of-two-bars-of-equal-length-steel-bar-cross-section-is-3500-mm2-and-that-of-brass-bar-is-3000-mm2-these-are-subjected-to-a-compressive-load-100000-n-if-eb-0-2-mn-mm2-and\/#breadcrumb"},"inLanguage":"en-US","potentialAction":[{"@type":"ReadAction","target":["https:\/\/exam.pscnotes.com\/mcq\/a-compound-bar-consists-of-two-bars-of-equal-length-steel-bar-cross-section-is-3500-mm2-and-that-of-brass-bar-is-3000-mm2-these-are-subjected-to-a-compressive-load-100000-n-if-eb-0-2-mn-mm2-and\/"]}]},{"@type":"BreadcrumbList","@id":"https:\/\/exam.pscnotes.com\/mcq\/a-compound-bar-consists-of-two-bars-of-equal-length-steel-bar-cross-section-is-3500-mm2-and-that-of-brass-bar-is-3000-mm2-these-are-subjected-to-a-compressive-load-100000-n-if-eb-0-2-mn-mm2-and\/#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":"A compound bar consists of two bars of equal length. Steel bar cross-section is 3500 mm2 and that of brass bar is 3000 mm2. These are subjected to a compressive load 1,00,000 N. If Eb = 0.2 MN\/mm2 and Eb = 0.1 MN\/mm2, the stresses developed are: A. $${\\sigma _{\\text{b}}}$$ = 10 N\/mm2, $${\\sigma _{\\text{s}}}$$ = 20 N\/mm2 B. $${\\sigma _{\\text{b}}}$$ = 8 N\/mm2, $${\\sigma _{\\text{s}}}$$ = 16 N\/mm2 C. $${\\sigma _{\\text{b}}}$$ = 6 N\/mm2, $${\\sigma _{\\text{s}}}$$ = 12 N\/mm2 D. $${\\sigma _{\\text{b}}}$$ = 5 N\/mm2, $${\\sigma _{\\text{s}}}$$ = 10 N\/mm2"}]},{"@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\/5655"}],"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=5655"}],"version-history":[{"count":0,"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/posts\/5655\/revisions"}],"wp:attachment":[{"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/media?parent=5655"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/categories?post=5655"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/tags?post=5655"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}