{"id":817,"date":"2023-05-10T02:57:36","date_gmt":"2023-05-10T02:57:36","guid":{"rendered":"https:\/\/www.inspirenignite.com\/ap\/c501-steel-structures-syllabus-for-dce-5th-sem-c20-regulation-apsbtet\/"},"modified":"2023-05-10T02:57:36","modified_gmt":"2023-05-10T02:57:36","slug":"c501-steel-structures-syllabus-for-dce-5th-sem-c20-regulation-apsbtet","status":"publish","type":"post","link":"https:\/\/www.inspirenignite.com\/ap\/c501-steel-structures-syllabus-for-dce-5th-sem-c20-regulation-apsbtet\/","title":{"rendered":"C-501: Steel Structures syllabus for DCE 5th Sem C20 regulation APSBTET"},"content":{"rendered":"<p align=\"justify\">Steel Structures detailed syllabus for Diploma in Civil Engineering (DCE) for C20 regulation curriculum has been taken from the <a class=\"rank-math-link\" href=\"https:\/\/sbtet.ap.gov.in\/APSBTET\/\" style=\"color: inherit\" rel=\"nofollow noopener\" target=\"_blank\">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<p align=\"justify\">For Diploma in Civil Engineering 5th Sem scheme and its subjects, do visit <a class=\"rank-math-link\" href=\"..\/civil-engineering-dce-syllabus-for-5th-sem-c20-regulation-apsbtet\">DCE 5th Sem C20 regulation scheme<\/a>. The detailed syllabus of steel structures is as follows. <\/p>\n<p>  <title>Steel 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&#8217;s lives easier.<\/b><br \/><a class=\"rank-math-link\" href=\"https:\/\/play.google.com\/store\/apps\/details?id=ini.istudy&amp;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>Understand the fundamentals of Limit state design of steel structures and design aspects of fillet welded joint.<\/li>\n<li>Design tension members, compression members and flexural members by following IS Codal provisions.<\/li>\n<\/ol>\n<h4>Introduction and Fundamentals of Limit State Design of Steel Structures<\/h4>\n<p>  Merits and demerits of steel structures &#8211; Loads considered in the design of steel structures as per I.S:875 -1987 &#8211; Introduction to I.S. 800-2007 &#8211; Mechanical properties of structural steel &#8211; yield stress (fy), ultimate tensile stress (fu) and maximum percent elongation (table -1 of IS:800-2007) &#8211; Standard structural sections &#8211; Classification of cross sections &#8211; class 1(plastic) class2(compact) class3(semi compact) and class4(slender) &#8211; types of elements -internal elements, outstands and tapered elements &#8211; Concept of Limit State Design &#8211; limit state of strength &#8211; limit state of serviceability &#8211; classification of actions &#8211; strength &#8211; partial safety factors for loads and materials &#8211; deflection limits.<\/p>\n<h4>Design of Fillet Welded Joints<\/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&#8217;s lives easier.<\/b><br \/><a class=\"rank-math-link\" href=\"https:\/\/play.google.com\/store\/apps\/details?id=ini.istudy&amp;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 Tension Members<\/h4>\n<p>  Introduction &#8211; different forms of tension members &#8211; Behaviour of tension members -Different modes of failures &#8211; gross section yielding, net Section rupture and block shear failure &#8211; Maximum values of effective slenderness ratios as per code &#8211; Calculation of net effective sectional area of single angle with welded connection only &#8211; Calculation of the design strength due to yielding of gross section, rupture of critical section and block shear -problems on single angle with welded connection only &#8211; Design procedure of tension members &#8211; Problems on design of tension members single angle with welded connection only.<\/p>\n<h4>Analysis and Design of Compression Members, Columns and Column Basis<\/h4>\n<p>  Introduction &#8211; different forms of compression members &#8211; Behaviour of compression members &#8211; classification of cross sections &#8211; class 1 (plastic), class2 (compact), class3 (semi compact) and class4 (slender) &#8211; Effective lengths to be used for different end conditions -table 11 of I.S:800 &#8211; Buckling class of cross section &#8211; imperfection factor and stress reduction factor for different buckling classes &#8211; column buckling curves &#8211; Maximum values of effective slenderness ratios as per code &#8211; design compressive stress for different column buckling classes &#8211; Calculation of design strength of compression members &#8211; problems &#8211; Design procedure of compression members &#8211; problems on simple sections only (no built-up sections) &#8211; Design details &#8211; effective sectional area &#8211; codal provisions for angle struts -single angle and double angle &#8211; discontinuous and continuous struts -Codal provisions of single \/ double lacing and battening for built-up columns (no problems) &#8211; Design of slab base along with a cement concrete pedestal, design of welded connection of base plate and column &#8211; problems.<\/p>\n<h4>Analysis and Design of Steel Beams<\/h4>\n<p>  Concept of limit state design of beams &#8211; shape factor and plastic properties of beams -Problems on shape factor &#8211; Behaviour of steel beams &#8211; design strength in bending (flexure) -Factors affecting lateral stability &#8211; influence of type of loading &#8211; web buckling and web crippling &#8211; Beams failure by flexural yielding &#8211; Laterally supported beam &#8211; holes in tension zone &#8211; shear lag effects &#8211; design bending strength &#8211; lateral torsional buckling of beams -(theoretical concept only &#8211; no problems) &#8211; Effective length of compression flanges -Concept of shear in beams &#8211; resistance to shear buckling &#8211; Shear buckling design methods -simple post critical method &#8211; tension field method &#8211; Design of laterally supported simple beams with solid webs &#8211; Component parts of plate girders with sketches &#8211; brief description of different types of stiffeners &#8211; Design of laterally supported simply supported beam considering all codal requirements.<\/p>\n<h4>Design of Roof Trusses<\/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&#8217;s lives easier.<\/b><br \/><a class=\"rank-math-link\" href=\"https:\/\/play.google.com\/store\/apps\/details?id=ini.istudy&amp;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>Reference Books:<\/h4>\n<ol>\n<li>IS 800-2007 -Indian Standard General construction in steel &#8211; code of practice<\/li>\n<li>Design of Steel Structure by N Subramanian, Oxford University Press, New Delhi.<\/li>\n<li>Limit state design of steel structures by S K Duggal, Tata McGraw Hill Education, New Delhi<\/li>\n<li>Fundamentals of structural steel design M L Gambhir, Tata McGraw Hill Education Private Limited, New Delhi<\/li>\n<li>Steel Structures: Design and Practice by N Subramanian,Oxford Publishers, New Delhi<\/li>\n<li>Design of steel structure by Limit State Method as per IS 800- 2007 by Bhavikatti S S, I.K. International Publishing House, New Delhi<\/li>\n<li>Limit state design of Steel Structure by Ramchandra &amp; Gehlot, Scientific Publishers, Pune.<\/li>\n<li>Teaching Resource Material : http:\/\/www.steel-insdag.org<\/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+5th-sem\">DCE 5th 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>Steel 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 students. For course [&hellip;]<\/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":[9,12],"tags":[],"class_list":["post-817","post","type-post","status-publish","format-standard","hentry","category-5th-sem","category-dce"],"_links":{"self":[{"href":"https:\/\/www.inspirenignite.com\/ap\/wp-json\/wp\/v2\/posts\/817","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=817"}],"version-history":[{"count":0,"href":"https:\/\/www.inspirenignite.com\/ap\/wp-json\/wp\/v2\/posts\/817\/revisions"}],"wp:attachment":[{"href":"https:\/\/www.inspirenignite.com\/ap\/wp-json\/wp\/v2\/media?parent=817"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.inspirenignite.com\/ap\/wp-json\/wp\/v2\/categories?post=817"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.inspirenignite.com\/ap\/wp-json\/wp\/v2\/tags?post=817"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}