{"id":2373,"date":"2018-02-26T15:56:16","date_gmt":"2018-02-26T12:56:16","guid":{"rendered":"https:\/\/ishik.edu.iq\/conf\/iec\/?p=2373"},"modified":"2018-02-23T17:58:24","modified_gmt":"2018-02-23T14:58:24","slug":"iec2018-22","status":"publish","type":"post","link":"https:\/\/conferences.tiu.edu.iq\/iec\/iec2018-22\/","title":{"rendered":"EFFECT OF STEEL REINFORCEMENT ON THE MINIMUM DEPTH-SPAN RATIO"},"content":{"rendered":"<p style=\"text-align: center;\"><span style=\"color: #800000;\"><strong>4th International Engineering Conference on Developments in Civil &amp; Computer Engineering Applications (IEC2018)<\/strong><\/span><\/p>\n<div class=\"page\" title=\"Page 1\">\n<div class=\"layoutArea\">\n<div class=\"column\">\n<p><strong>Title<\/strong>:\u00a0EFFECT OF STEEL REINFORCEMENT ON THE MINIMUM DEPTH-SPAN RATIO<\/p>\n<p><strong>Authors<\/strong>: Mereen Hassan Fahmi Rasheed,Saad Essa<\/p>\n<p><strong>DOI<\/strong>:<strong>\u00a0<\/strong>10.23918\/iec2018.22<\/p>\n<p><strong>Abstract:\u00a0<\/strong>Building codes and standards include methods and provisions for deflection control and determining minimum thickness of slabs and beams, also determining the immediate and long or time-dependent deflection. The ACI code depth-span limitations tabulated for normal weight concrete and specified yield strength of steel, for other values of steel yield strength and lightweight concrete, correction factors are provided. In this study, correction factors are suggested to include the effect of tensile reinforcement on the depth-span ratio in addition to the ACI code correction factors.<\/p>\n<p><strong>Keywords<\/strong>: Deflection, Depth-span ratio, Deflection control.<\/p>\n<p>[button href=&#8221;https:\/\/conferences.tiu.edu.iq\/iec\/wp-content\/uploads\/2018\/02\/iec2018.22.pdf&#8221; size=&#8221;medium&#8221; textcolor=&#8221;#ffffff&#8221;]Full Paper (PDF)[\/button]<\/p>\n<\/div>\n<\/div>\n<\/div>\n","protected":false},"excerpt":{"rendered":"<p>4th International Engineering Conference on Developments in Civil &amp; Computer Engineering Applications (IEC2018) Title:\u00a0EFFECT OF STEEL REINFORCEMENT ON THE MINIMUM DEPTH-SPAN RATIO Authors: Mereen Hassan Fahmi Rasheed,Saad Essa DOI:\u00a010.23918\/iec2018.22 Abstract:\u00a0Building codes and standards include methods and provisions for deflection control and determining minimum thickness of slabs and beams, also determining the immediate and long or &hellip; <\/p>\n","protected":false},"author":23,"featured_media":0,"comment_status":"open","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[16],"tags":[],"class_list":["post-2373","post","type-post","status-publish","format-standard","hentry","category-iec2018-proceedings-book"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v26.5 - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>EFFECT OF STEEL REINFORCEMENT ON THE MINIMUM DEPTH-SPAN RATIO -<\/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:\/\/conferences.tiu.edu.iq\/iec\/iec2018-22\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"EFFECT OF STEEL REINFORCEMENT ON THE MINIMUM DEPTH-SPAN RATIO -\" \/>\n<meta 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