{"id":807,"date":"2023-05-10T02:57:27","date_gmt":"2023-05-10T02:57:27","guid":{"rendered":"https:\/\/www.inspirenignite.com\/ap\/c402-design-and-detailing-of-r-c-structures-syllabus-for-dce-4th-sem-c20-regulation-apsbtet\/"},"modified":"2023-05-10T02:57:27","modified_gmt":"2023-05-10T02:57:27","slug":"c402-design-and-detailing-of-r-c-structures-syllabus-for-dce-4th-sem-c20-regulation-apsbtet","status":"publish","type":"post","link":"https:\/\/www.inspirenignite.com\/ap\/c402-design-and-detailing-of-r-c-structures-syllabus-for-dce-4th-sem-c20-regulation-apsbtet\/","title":{"rendered":"C-402: Design and Detailing of R.C.Structures syllabus for DCE 4th Sem C20 regulation APSBTET"},"content":{"rendered":"

Design and Detailing of R.C.Structures detailed syllabus for Diploma in Civil Engineering (DCE) for C20 regulation curriculum has been taken from the APSBTET<\/a> official website and presented for the DCE students. For course code, course name, number of credits for a course and other scheme related information, do visit full semester subjects post given below. <\/p>\n

For Diploma in Civil Engineering 4th Sem scheme and its subjects, do visit DCE 4th Sem C20 regulation scheme<\/a>. The detailed syllabus of design and detailing of r.c.structures is as follows. <\/p>\n

Structures<\/title><\/p>\n<h4>Major Topics<\/h4>\n<p id=\"istudy\" style=\"text-align:center\">For the complete syllabus, results, class timetable, and many other features kindly download the <a class=\"rank-math-link\" href=\"https:\/\/play.google.com\/store\/apps\/details?id=ini.istudy\" rel=\"nofollow noopener\" target=\"_blank\">iStudy App<\/a><br \/><b> It is a lightweight, easy to use, no images, and no pdfs platform to make students’s lives easier.<\/b><br \/><a class=\"rank-math-link\" href=\"https:\/\/play.google.com\/store\/apps\/details?id=ini.istudy&pcampaignid=pcampaignidMKT-Other-global-all-co-prtnr-py-PartBadge-Mar2515-1\" rel=\"nofollow noopener\" target=\"_blank\"><img decoding=\"async\" src=\"https:\/\/play.google.com\/intl\/en_us\/badges\/static\/images\/badges\/en_badge_web_generic.png\" alt=\"Get it on Google Play\" style=\"height:65px\"><\/a> <\/p>\n<h4>Course Objectives:<\/h4>\n<p> Upon completion of the course the student shall be able to<\/p>\n<ol type=\"a\">\n<li>Make student to be familiar with the principles of methods of design of R.C. Elements subjected to flexure, compression, shear and torsion.<\/li>\n<li>Enable the student to design various R.C. Building Elements.<\/li>\n<\/ol>\n<h4>Introduction to R.C.C and Principles of Working Stress Method<\/h4>\n<p> Introduction – advantages and disadvantages of R.C.C – Loads to be considered in design -Introduction to I.S Codes – Assumptions in working stress method – Behaviour of concrete and steel under working loads – Modular ratio – critical percentage of steel – Balance, under reinforced, over reinforced sections – Critical and actual depth of neutral axis of a singly reinforced beams – M.R of simply supported singly reinforced beam sections – Design of singly reinforced rectangular beam for flexure.<\/p>\n<h4>Philosophy of Limit State Design<\/h4>\n<p id=\"istudy\" style=\"text-align:center\">For the complete syllabus, results, class timetable, and many other features kindly download the <a class=\"rank-math-link\" href=\"https:\/\/play.google.com\/store\/apps\/details?id=ini.istudy\" rel=\"nofollow noopener\" target=\"_blank\">iStudy App<\/a><br \/><b> It is a lightweight, easy to use, no images, and no pdfs platform to make students’s lives easier.<\/b><br \/><a class=\"rank-math-link\" href=\"https:\/\/play.google.com\/store\/apps\/details?id=ini.istudy&pcampaignid=pcampaignidMKT-Other-global-all-co-prtnr-py-PartBadge-Mar2515-1\" rel=\"nofollow noopener\" target=\"_blank\"><img decoding=\"async\" src=\"https:\/\/play.google.com\/intl\/en_us\/badges\/static\/images\/badges\/en_badge_web_generic.png\" alt=\"Get it on Google Play\" style=\"height:65px\"><\/a> <\/p>\n<h4>Analysis and Design of Rectangular Beams<\/h4>\n<p> Stress-strain diagram of singly reinforced R.C.C. beam – Depth of neutral axis, lever arm -M.R of singly reinforced Rectangular section – Balanced, under and over reinforced sections – Critical percentage of steel – Calculation of moment of resistance of the given section -Design of singly reinforced rectangular beam for the given load as per IS 456-2000 – Doubly reinforced sections – Necessity – use – Calculation of neutral axis – moment of resistance for the given section and grades of concrete and steel (no derivation of the equations) – Shear in singly reinforced beams – Nominal shear stress – Permissible shear stress – Methods of providing shear reinforcement in the form of vertical stirrups – combination of vertical stirrups and bent up bars – Code provisions for spacing of stirrups and minimum shear reinforcement (no derivation of equations) – Development of bond stress in reinforcing bars – Design bond stress – Development length – Bond and anchorage concepts and their importance – Curtailment of tension reinforcement – Simple problems on development length – Design of simply supported singly and doubly reinforced rectangular beams for flexure including shear and check for deflection using stiffness criteria – Use of design aids (SP-16) – Design of an independent lintel subjected to triangular loading.<\/p>\n<h4>Design of Slabs<\/h4>\n<p> Slabs as structural and functional members – One way and two way slabs – Minimum reinforcement and maximum spacing of reinforcement concrete cover – Stiffness criterionstiffness ratios for simply supported, cantilever and continuous slabs – One way and two way slabs with various end conditions as per I.S:456 code – Design of one-way slab for flexure and shear for the given grades of concrete, steel, span and loading – Check for deflection using simplified approach of stiffness criteria – Design of two-way slabs with different end conditions, using B.M and S.F coefficients for the unrestrained and restrained conditions as per code – Design of torsion reinforcement for the restrained slabs – Deflection check using stiffness criteria – Use of design aids (SP-16) – Detailing of reinforcement in stairs spanning longitudinally.<\/p>\n<h4>Design of T-Beam<\/h4>\n<p> Conditions needed for design of a beam as T-Section – Advantages – Code provisions for effective flange width – Three cases of tee beams – Neutral axis, lever arm and moment of resistance for under reinforced, balanced sections using the equations given in the code (no derivations of equations) – Calculation of the moment of resistance of Tee section using the equations given in the code – Use of design aids (SP16).<\/p>\n<h4>Design of Continuous Beams and Slabs<\/h4>\n<p id=\"istudy\" style=\"text-align:center\">For the complete syllabus, results, class timetable, and many other features kindly download the <a class=\"rank-math-link\" href=\"https:\/\/play.google.com\/store\/apps\/details?id=ini.istudy\" rel=\"nofollow noopener\" target=\"_blank\">iStudy App<\/a><br \/><b> It is a lightweight, easy to use, no images, and no pdfs platform to make students’s lives easier.<\/b><br \/><a class=\"rank-math-link\" href=\"https:\/\/play.google.com\/store\/apps\/details?id=ini.istudy&pcampaignid=pcampaignidMKT-Other-global-all-co-prtnr-py-PartBadge-Mar2515-1\" rel=\"nofollow noopener\" target=\"_blank\"><img decoding=\"async\" src=\"https:\/\/play.google.com\/intl\/en_us\/badges\/static\/images\/badges\/en_badge_web_generic.png\" alt=\"Get it on Google Play\" style=\"height:65px\"><\/a> <\/p>\n<h4>Design of Columns<\/h4>\n<p> Definition of column – Difference between Column and Pedestal – Types of columns (Long and Short) – Effective length for different end conditions – Code provisions for design of columns – Square, rectangular and circular columns with lateral ties – Determination of Load carrying capacity of short column – Square, rectangular, circular, helically reinforced column subjected to axial load only – Design of short square, rectangular and circular columns (with lateral ties only).<\/p>\n<h4>Design of Footings<\/h4>\n<p> Footings – Need for footings – Footings under isolated columns – Loads on footings – Code provisions for design of footings – Size of footings for given bearing capacity – Procedure of checking the footing for one-way shear – Two-way shear – Bearing stress – Development length – Design of an isolated square footing of uniform thickness under a column for flexure only.<\/p>\n<h4>Reference Books:<\/h4>\n<ol>\n<li>I.S:456- 2000 Code Book<\/li>\n<li>I.S:875 – 1987 Code Book<\/li>\n<li>SP-34 – Handbook on concrete reinforcement and detailing (1987).<\/li>\n<li>Limit state design of R.C.C structures, Dr. B.C. Punmia, Ashok K.Jain, Laxmi Publication.<\/li>\n<li>Design of Reinforced Concrete Structures, S. Ramamrutham, Dhanpatrai publishing company.<\/li>\n<li>Design of Reinforced Concrete Structures, V.N. Vazirani and M.M. Ratwani -Khanna publishers.<\/li>\n<li>Limit state design of reinforced concrete, P.C. Verghese, PHI Learning<\/li>\n<li>Reinforced Concrete Design, N. Krishna Raju & R N Pranesh, New age international publishers.<\/li>\n<li>Reinforced Concrete Design, S. Unni Krishna Pillai &Devdas Menon, McGrawHill Education.<\/li>\n<\/ol>\n<p align=\"justify\">For detailed syllabus of all other subjects of Diploma in Civil Engineering, C20 regulation curriculum do visit <a class=\"rank-math-link\" href=\"..\/category\/dce+4th-sem\">DCE 4th Sem subject syllabuses for C20 regulation<\/a>. <\/p>\n<p align=\"justify\">For all Diploma in Civil Engineering exam timetable, visit <a class=\"rank-math-link\" href=\"https:\/\/www.inspirenignite.com\/ap\/category\/exam-time-table\/\">APSBTET DCE all semester exam timetable<\/a> direct link. <\/p>\n","protected":false},"excerpt":{"rendered":"<p>Design and Detailing of R.C.Structures detailed syllabus for Diploma in Civil Engineering (DCE) for C20 regulation curriculum has been taken from the APSBTET official website and presented for the DCE […]<\/p>\n","protected":false},"author":2530,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_bbp_topic_count":0,"_bbp_reply_count":0,"_bbp_total_topic_count":0,"_bbp_total_reply_count":0,"_bbp_voice_count":0,"_bbp_anonymous_reply_count":0,"_bbp_topic_count_hidden":0,"_bbp_reply_count_hidden":0,"_bbp_forum_subforum_count":0,"footnotes":""},"categories":[8,12],"tags":[],"class_list":["post-807","post","type-post","status-publish","format-standard","hentry","category-4th-sem","category-dce"],"_links":{"self":[{"href":"https:\/\/www.inspirenignite.com\/ap\/wp-json\/wp\/v2\/posts\/807","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.inspirenignite.com\/ap\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.inspirenignite.com\/ap\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.inspirenignite.com\/ap\/wp-json\/wp\/v2\/users\/2530"}],"replies":[{"embeddable":true,"href":"https:\/\/www.inspirenignite.com\/ap\/wp-json\/wp\/v2\/comments?post=807"}],"version-history":[{"count":0,"href":"https:\/\/www.inspirenignite.com\/ap\/wp-json\/wp\/v2\/posts\/807\/revisions"}],"wp:attachment":[{"href":"https:\/\/www.inspirenignite.com\/ap\/wp-json\/wp\/v2\/media?parent=807"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.inspirenignite.com\/ap\/wp-json\/wp\/v2\/categories?post=807"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.inspirenignite.com\/ap\/wp-json\/wp\/v2\/tags?post=807"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}