{"id":6955,"date":"2024-04-15T02:36:43","date_gmt":"2024-04-15T02:36:43","guid":{"rendered":"https:\/\/exam.pscnotes.com\/mcq\/?p=6955"},"modified":"2024-04-15T02:36:43","modified_gmt":"2024-04-15T02:36:43","slug":"a-600-mm-square-bearing-plate-settles-by-15-mm-in-plate-load-test-on-a-cohesionless-soil-under-an-intensity-of-loading-of-0-2-n-ram2-the-settlement-of-a-prototype-shallow-footing-1-m-square-under-the","status":"publish","type":"post","link":"https:\/\/exam.pscnotes.com\/mcq\/a-600-mm-square-bearing-plate-settles-by-15-mm-in-plate-load-test-on-a-cohesionless-soil-under-an-intensity-of-loading-of-0-2-n-ram2-the-settlement-of-a-prototype-shallow-footing-1-m-square-under-the\/","title":{"rendered":"A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N\/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is A. 15 mm B. Between 15 mm and 25 mm C. 25 mm D. Greater than 25 mm"},"content":{"rendered":"<p>[amp_mcq option1=&#8221;15 mm&#8221; option2=&#8221;Between 15 mm and 25 mm&#8221; option3=&#8221;25 mm&#8221; option4=&#8221;Greater than 25 mm&#8221; correct=&#8221;option2&#8243;]<!--more--><\/p>\n<p>The correct answer is: B. Between 15 mm and 25 mm.<\/p>\n<p>The settlement of a footing is proportional to the square of the footing width and inversely proportional to the square of the bearing capacity of the soil. In this case, the footing width is doubled, but the bearing capacity of the soil is the same. Therefore, the settlement of the prototype footing will be between 15 mm and 25 mm.<\/p>\n<p>Option A is incorrect because the settlement of the prototype footing will be greater than 15 mm. Option C is incorrect because the settlement of the prototype footing will be less than 25 mm. Option D is incorrect because the settlement of the prototype footing will not be greater than 25 mm.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>[amp_mcq option1=&#8221;15 mm&#8221; option2=&#8221;Between 15 mm and 25 mm&#8221; option3=&#8221;25 mm&#8221; option4=&#8221;Greater than 25 mm&#8221; correct=&#8221;option2&#8243;]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[646],"tags":[],"class_list":["post-6955","post","type-post","status-publish","format-standard","hentry","category-soil-mechanics-and-foundation","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>A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N\/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is A. 15 mm B. Between 15 mm and 25 mm C. 25 mm D. Greater than 25 mm<\/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-600-mm-square-bearing-plate-settles-by-15-mm-in-plate-load-test-on-a-cohesionless-soil-under-an-intensity-of-loading-of-0-2-n-ram2-the-settlement-of-a-prototype-shallow-footing-1-m-square-under-the\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N\/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is A. 15 mm B. Between 15 mm and 25 mm C. 25 mm D. Greater than 25 mm\" \/>\n<meta property=\"og:description\" content=\"[amp_mcq option1=&#8221;15 mm&#8221; option2=&#8221;Between 15 mm and 25 mm&#8221; option3=&#8221;25 mm&#8221; option4=&#8221;Greater than 25 mm&#8221; correct=&#8221;option2&#8243;]\" \/>\n<meta property=\"og:url\" content=\"https:\/\/exam.pscnotes.com\/mcq\/a-600-mm-square-bearing-plate-settles-by-15-mm-in-plate-load-test-on-a-cohesionless-soil-under-an-intensity-of-loading-of-0-2-n-ram2-the-settlement-of-a-prototype-shallow-footing-1-m-square-under-the\/\" \/>\n<meta property=\"og:site_name\" content=\"MCQ and Quiz for Exams\" \/>\n<meta property=\"article:published_time\" content=\"2024-04-15T02:36:43+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":"A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N\/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is A. 15 mm B. Between 15 mm and 25 mm C. 25 mm D. Greater than 25 mm","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-600-mm-square-bearing-plate-settles-by-15-mm-in-plate-load-test-on-a-cohesionless-soil-under-an-intensity-of-loading-of-0-2-n-ram2-the-settlement-of-a-prototype-shallow-footing-1-m-square-under-the\/","og_locale":"en_US","og_type":"article","og_title":"A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N\/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is A. 15 mm B. Between 15 mm and 25 mm C. 25 mm D. Greater than 25 mm","og_description":"[amp_mcq option1=&#8221;15 mm&#8221; option2=&#8221;Between 15 mm and 25 mm&#8221; option3=&#8221;25 mm&#8221; option4=&#8221;Greater than 25 mm&#8221; correct=&#8221;option2&#8243;]","og_url":"https:\/\/exam.pscnotes.com\/mcq\/a-600-mm-square-bearing-plate-settles-by-15-mm-in-plate-load-test-on-a-cohesionless-soil-under-an-intensity-of-loading-of-0-2-n-ram2-the-settlement-of-a-prototype-shallow-footing-1-m-square-under-the\/","og_site_name":"MCQ and Quiz for Exams","article_published_time":"2024-04-15T02:36:43+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\/a-600-mm-square-bearing-plate-settles-by-15-mm-in-plate-load-test-on-a-cohesionless-soil-under-an-intensity-of-loading-of-0-2-n-ram2-the-settlement-of-a-prototype-shallow-footing-1-m-square-under-the\/","url":"https:\/\/exam.pscnotes.com\/mcq\/a-600-mm-square-bearing-plate-settles-by-15-mm-in-plate-load-test-on-a-cohesionless-soil-under-an-intensity-of-loading-of-0-2-n-ram2-the-settlement-of-a-prototype-shallow-footing-1-m-square-under-the\/","name":"A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N\/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is A. 15 mm B. Between 15 mm and 25 mm C. 25 mm D. Greater than 25 mm","isPartOf":{"@id":"https:\/\/exam.pscnotes.com\/mcq\/#website"},"datePublished":"2024-04-15T02:36:43+00:00","dateModified":"2024-04-15T02:36:43+00:00","author":{"@id":"https:\/\/exam.pscnotes.com\/mcq\/#\/schema\/person\/5807dafeb27d2ec82344d6cbd6c3d209"},"breadcrumb":{"@id":"https:\/\/exam.pscnotes.com\/mcq\/a-600-mm-square-bearing-plate-settles-by-15-mm-in-plate-load-test-on-a-cohesionless-soil-under-an-intensity-of-loading-of-0-2-n-ram2-the-settlement-of-a-prototype-shallow-footing-1-m-square-under-the\/#breadcrumb"},"inLanguage":"en-US","potentialAction":[{"@type":"ReadAction","target":["https:\/\/exam.pscnotes.com\/mcq\/a-600-mm-square-bearing-plate-settles-by-15-mm-in-plate-load-test-on-a-cohesionless-soil-under-an-intensity-of-loading-of-0-2-n-ram2-the-settlement-of-a-prototype-shallow-footing-1-m-square-under-the\/"]}]},{"@type":"BreadcrumbList","@id":"https:\/\/exam.pscnotes.com\/mcq\/a-600-mm-square-bearing-plate-settles-by-15-mm-in-plate-load-test-on-a-cohesionless-soil-under-an-intensity-of-loading-of-0-2-n-ram2-the-settlement-of-a-prototype-shallow-footing-1-m-square-under-the\/#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":"Soil mechanics and foundation","item":"https:\/\/exam.pscnotes.com\/mcq\/category\/mcq\/civil-engineering\/soil-mechanics-and-foundation\/"},{"@type":"ListItem","position":5,"name":"A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N\/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is A. 15 mm B. Between 15 mm and 25 mm C. 25 mm D. Greater than 25 mm"}]},{"@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\/6955","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=6955"}],"version-history":[{"count":0,"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/posts\/6955\/revisions"}],"wp:attachment":[{"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/media?parent=6955"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/categories?post=6955"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/exam.pscnotes.com\/mcq\/wp-json\/wp\/v2\/tags?post=6955"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}