{"id":22669,"date":"2020-02-23T16:56:41","date_gmt":"2020-02-23T16:56:41","guid":{"rendered":"https:\/\/www.inspirenignite.com\/anna-university\/31041-theory-of-structures-civil-4th-sem-syllabus-for-diploma-tndte-m-scheme\/"},"modified":"2020-02-23T16:56:41","modified_gmt":"2020-02-23T16:56:41","slug":"31041-theory-of-structures-civil-4th-sem-syllabus-for-diploma-tndte-m-scheme","status":"publish","type":"post","link":"https:\/\/www.inspirenignite.com\/anna-university\/31041-theory-of-structures-civil-4th-sem-syllabus-for-diploma-tndte-m-scheme\/","title":{"rendered":"31041: Theory of Structures Civil 4th Sem Syllabus for Diploma TNDTE M Scheme"},"content":{"rendered":"<p>Theory of Structures detail TNDTE Diploma syllabus for Civil Engineering (CE), M scheme is extracted from <a href=\"http:\/\/www.tndte.gov.in\/site\/syllabus\/\" target=\"_blank\" rel=\"noopener\">TNDTE<\/a> official website and presented for diploma students. The course code (31041), and for exam duration, Teaching Hr\/week, Practical Hr\/week, Total Marks, internal marks, theory marks, duration and credits do visit complete sem subjects post given below. The syllabus PDFs can be downloaded from official website.<\/p>\n<p>For all other civil 4th sem syllabus for diploma m scheme tndte you can visit <a href=\"..\/civil-4th-sem-syllabus-for-diploma-m-scheme-tndte\">Civil 4th Sem Syllabus for Diploma M Scheme TNDTE Subjects<\/a>. The detail syllabus for theory of structures is as follows.<\/p>\n<p><h4>Rationale:<\/h4>\n<p>Study of structural behaviour, analysis and design is a principal part of civil engineering courses and is essential for professional accreditation. This subject enhances the structural analytical ability of the students.<\/p>\n<\/p>\n<p><h4>Objectives:<\/h4>\n<p>On completion of the course, the student will be familiar with:<\/p>\n<ul>\n<li>Determine the Slope and Deflection of Determinate beams by area moment method.<\/li>\n<li>Analyse Propped cantilevers and Fixed beams by Area-Moment method and draw SFD, BMD.<\/li>\n<li>Analyse Continuous beams by Theorem of Three moments and draw SFD, BMD.<\/li>\n<li>Analyse Continuous beams, Portal frames and Substitute frames by Moment Distribution Method and draw SFD, BMD.<\/li>\n<li>Define different types of Columns and find critical loads of Columns.<\/li>\n<li>Analyse Columns and Chimneys subject to eccentric loading \/ moment \/ horizontal loads and find maximum and minimum combined stresses in their sections.<\/li>\n<li>Calculate maximum and minimum bearing pressures and check the stability of Masonry Dams and Retaining walls.<\/li>\n<\/ul>\n<p><h4>Unit 1<\/h4>\n<p><b>For complete syllabus and results, class timetable and more pls <a href=\"https:\/\/play.google.com\/store\/apps\/details?id=ini.istudy\" target=\"_blank\" rel=\"noopener\">download iStudy Syllabus App<\/a>.<\/b> It&#8217;s a lightweight, easy to use, no images, no pdfs platform to make students life easier.<\/p>\n<p><h4>Unit 2<\/h4>\n<ol>\n<li>Fixed Beams &#8211; Area Moment Method<\/li>\n<p>Introduction to fixed beam &#8211; Advantages -Degree of indeterminacy of fixed beam- Sagging and Hogging bending moments &#8211; Determination of fixing end(support) moments(FEM) by Area Moment method &#8211; Derivation of Expressions for Standard cases &#8211; Fixed beams subjected to symmetrical and unsymmetrical concentrated loads and UDL &#8211; Drawing SF and BM diagrams for Fixed beams with supports at the same level (sinking of supports or supports at different levels are not included) &#8211; Points of Contra flexure -Problems- Determination of Slope and Deflection of fixed beams subjected to only symmetrical loads by area moment method &#8211; Problems.<\/p>\n<li>Continuous Beams  &#8211; Theorem Of Three Moments Method<\/li>\n<p>Introduction to continuous beams &#8211; Degree of indeterminacy of continuous beams with respect to number of spans and types of supports -Simple\/Partially fixed \/ Fixed supports of beams-General methods of analysis of Indeterminate structures -Clapeyron&#8217;s theorem of three moments &#8211; Application of Clapeyron&#8217;s theorem of three moments for the following cases -Two span beams with both ends simply supported or fixed -Two span beams with one end fixed and the other end simply supported &#8211; Two span beams with one end simply supported or fixed and other end overhanging -Determination of Reactions at Supports- Application of Three moment equations to Three span Continuous Beams and Propped cantilevers -Problems-Sketching of SFD and BMD for all the above cases.<\/p>\n<\/ol>\n<p><h4>Unit 3<\/h4>\n<ol>\n<li>Continuous Beams &#8211; Moment Distribution Method<\/li>\n<p>Introduction to Carry over factor, Stiffness factor and Distribution factor -Stiffness Ratio or Relative Stiffness- Concept of distribution of un balanced moments at joints &#8211; Sign conventions &#8211; Application of M-D method to Continuous beams of two \/ three spans and to Propped cantilever (Maximum of three cycles of distribution sufficient) -Finding Support Reactions- Problems -Sketching SFD and BMD for two \/ three span beams.<\/p>\n<li>Portal Frames &#8211; Moment Distribution Method<\/li>\n<p>Definition of Frames &#8211; Types &#8211; Bays and Storey &#8211; Sketches of Single\/Multi Storey Frames, Single\/Multi Bay Frames- Portal Frame &#8211; Sway and Non- sway Frames- Analysis of Non sway (Symmetrical) Portal Frames for Joint moments by Moment Distribution Method and drawing BMD only- Deflected shapes of Portal frames under different loading \/ support conditions.<\/p>\n<\/ol>\n<p><h4>Unit 4<\/h4>\n<p><b>For complete syllabus and results, class timetable and more pls <a href=\"https:\/\/play.google.com\/store\/apps\/details?id=ini.istudy\" target=\"_blank\" rel=\"noopener\">download iStudy Syllabus App<\/a>.<\/b> It&#8217;s a lightweight, easy to use, no images, no pdfs platform to make students life easier.<\/p>\n<p><h4>Unit 5<\/h4>\n<ol>\n<li>Masonry Dams<\/li>\n<p>Gravity Dams &#8211; Derivation of Expression for maximum and minimum stresses at Base &#8211; Stress distribution diagrams -Problems &#8211; Factors affecting Stability of masonry dams &#8211; Factor of safety- Problems on Stability of Dams- Minimum base width and maximum height of dam for no tension at base &#8211; Elementary profile of a dam &#8211; Minimum base width of elementary profile for no tension.<\/p>\n<li>Earth Pressure And Retaining Walls<\/li>\n<\/ol>\n<p><h4>Reference Books:<\/h4>\n<ol>\n<li>S. Ramamrutham, Theory of structures<\/li>\n<li>B.C. Punmia, Ashok Jain &amp; Arun Jain, Theory of structures ,Laxmi Publications, 9th Edition, April1992.<\/li>\n<li>S.B. Junnarkar, Mechanics of structures (Vol.II) Charator Publiching,22nd Edition,1997<\/li>\n<li>V.N. Vazirani &amp; M.M. Ratwani, Analysis of structures<\/li>\n<li>R.L. Jindal , Elementary Theory of Structures<\/li>\n<li>FV. Warnock, Strength of materials<\/li>\n<li>Madhan Mohan Dass,  Structural Analysis PHI Learning Pvt. Ltd., New Delhi.<\/li>\n<\/ol>\n<p>For detail syllabus of all other subjects of BE Civil, M scheme do visit <a href=\"..\/category\/civil-diploma+4th-sem\">Civil 4th Sem syllabus for M scheme<\/a>.<\/p>\n<p>Dont forget to <a href=\"https:\/\/play.google.com\/store\/apps\/details?id=ini.istudy\" target=\"_blank\" rel=\"noopener\">download iStudy Syllabus App<\/a> for latest syllabus and results, class timetable and more.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Theory of Structures detail TNDTE Diploma syllabus for Civil Engineering (CE), M scheme is extracted from TNDTE official website and presented for diploma students. The course code (31041), and for [&hellip;]<\/p>\n","protected":false},"author":2297,"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":[47,96],"tags":[],"class_list":["post-22669","post","type-post","status-publish","format-standard","hentry","category-4th-sem","category-civil-diploma"],"_links":{"self":[{"href":"https:\/\/www.inspirenignite.com\/anna-university\/wp-json\/wp\/v2\/posts\/22669","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.inspirenignite.com\/anna-university\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.inspirenignite.com\/anna-university\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.inspirenignite.com\/anna-university\/wp-json\/wp\/v2\/users\/2297"}],"replies":[{"embeddable":true,"href":"https:\/\/www.inspirenignite.com\/anna-university\/wp-json\/wp\/v2\/comments?post=22669"}],"version-history":[{"count":0,"href":"https:\/\/www.inspirenignite.com\/anna-university\/wp-json\/wp\/v2\/posts\/22669\/revisions"}],"wp:attachment":[{"href":"https:\/\/www.inspirenignite.com\/anna-university\/wp-json\/wp\/v2\/media?parent=22669"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.inspirenignite.com\/anna-university\/wp-json\/wp\/v2\/categories?post=22669"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.inspirenignite.com\/anna-university\/wp-json\/wp\/v2\/tags?post=22669"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}