{"id":153494,"date":"2023-07-29T13:11:10","date_gmt":"2023-07-29T07:41:10","guid":{"rendered":"https:\/\/www.gkseries.com\/blog\/?p=153494"},"modified":"2023-07-29T13:11:14","modified_gmt":"2023-07-29T07:41:14","slug":"for-a-given-loading-on-a-rectangular-plain-concrete-beam-with-an-overall-depth-of-500-mm-the-compressive-strain-and-tensile-strain-developed","status":"publish","type":"post","link":"https:\/\/www.gkseries.com\/blog\/for-a-given-loading-on-a-rectangular-plain-concrete-beam-with-an-overall-depth-of-500-mm-the-compressive-strain-and-tensile-strain-developed\/","title":{"rendered":"For a given loading on a rectangular plain concrete beam with an overall depth of 500 mm, the compressive strain and tensile strain developed"},"content":{"rendered":"\n<p>Q. For a given loading on a rectangular plain concrete beam with an overall depth of 500 <em>mm<\/em>, the compressive strain and tensile strain developed at the extreme fibers are of the same magnitude of 2.5\u00d710<sup>-4<\/sup>. The curvature in the beam cross-section (in <em>m<\/em>-1, <em>round off to 3 decimal places<\/em>), is _ <\/p>\n\n\n\n<p>Solution:<\/p>\n\n\n\n<figure class=\"wp-block-image size-full is-resized\"><img decoding=\"async\" src=\"https:\/\/www.gkseries.com\/blog\/wp-content\/uploads\/2023\/07\/image-183.png\" alt=\"\" class=\"wp-image-153496\" width=\"275\" height=\"142\" srcset=\"https:\/\/www.gkseries.com\/blog\/wp-content\/uploads\/2023\/07\/image-183.png 402w, https:\/\/www.gkseries.com\/blog\/wp-content\/uploads\/2023\/07\/image-183-300x155.png 300w\" sizes=\"(max-width: 275px) 100vw, 275px\" \/><\/figure>\n\n\n\n<p>\u00a0\u00a0\u00a0Given,<br>\u03f5=\u03f5t=\u03f5c=2.5\u00d710<sub><sup>\u22124<\/sup><\/sub><br>y = 250 mm = 0.25 m<\/p>\n\n\n\n<p>As per flexure formula:<\/p>\n\n\n\n<figure class=\"wp-block-image size-full is-resized\"><img decoding=\"async\" src=\"https:\/\/www.gkseries.com\/blog\/wp-content\/uploads\/2023\/07\/image-184.png\" alt=\"\" class=\"wp-image-153497\" width=\"282\" height=\"143\" srcset=\"https:\/\/www.gkseries.com\/blog\/wp-content\/uploads\/2023\/07\/image-184.png 588w, https:\/\/www.gkseries.com\/blog\/wp-content\/uploads\/2023\/07\/image-184-300x152.png 300w\" sizes=\"(max-width: 282px) 100vw, 282px\" \/><\/figure>\n\n\n\n<p>\u00a0\u00a0=0.001m<sup>\u22121\u00a0<\/sup>\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Q. For a given loading on a rectangular plain concrete beam with an overall depth of 500 mm, the compressive strain and tensile strain developed at the extreme fibers are of the same magnitude of 2.5\u00d710-4. The curvature in the beam cross-section (in m-1, round off to 3 decimal places), is _ Solution: \u00a0\u00a0\u00a0Given,\u03f5=\u03f5t=\u03f5c=2.5\u00d710\u22124y = [&hellip;]<\/p>\n","protected":false},"author":419,"featured_media":153498,"comment_status":"open","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-4)","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-4)","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-4)","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":[5141],"tags":[5140],"class_list":["post-153494","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-gate","tag-gate-questions"],"_links":{"self":[{"href":"https:\/\/www.gkseries.com\/blog\/wp-json\/wp\/v2\/posts\/153494","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.gkseries.com\/blog\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.gkseries.com\/blog\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.gkseries.com\/blog\/wp-json\/wp\/v2\/users\/419"}],"replies":[{"embeddable":true,"href":"https:\/\/www.gkseries.com\/blog\/wp-json\/wp\/v2\/comments?post=153494"}],"version-history":[{"count":1,"href":"https:\/\/www.gkseries.com\/blog\/wp-json\/wp\/v2\/posts\/153494\/revisions"}],"predecessor-version":[{"id":153499,"href":"https:\/\/www.gkseries.com\/blog\/wp-json\/wp\/v2\/posts\/153494\/revisions\/153499"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.gkseries.com\/blog\/wp-json\/wp\/v2\/media\/153498"}],"wp:attachment":[{"href":"https:\/\/www.gkseries.com\/blog\/wp-json\/wp\/v2\/media?parent=153494"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.gkseries.com\/blog\/wp-json\/wp\/v2\/categories?post=153494"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.gkseries.com\/blog\/wp-json\/wp\/v2\/tags?post=153494"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}