{"id":387,"date":"2021-08-07T18:29:48","date_gmt":"2021-08-07T18:29:48","guid":{"rendered":"https:\/\/itgeeks.in\/home\/?p=387"},"modified":"2021-08-07T18:48:35","modified_gmt":"2021-08-07T18:48:35","slug":"2k6ce-701-design-of-steel-structures","status":"publish","type":"post","link":"https:\/\/itgeeks.in\/home\/?p=387","title":{"rendered":"2K6CE 701 DESIGN OF STEEL STRUCTURES"},"content":{"rendered":"\n<p><strong>Module I (13 hours)<\/strong><br>Loading standards \u2013 I.S structural sections \u2013 I.S specifications \u2013 design of tension members \u2013 Bolted and welded connections \u2013 design of simple and compound beams \u2013 laterally supported and unsupported.<br><strong>Module II (13 hours)<\/strong><br>Compression members \u2013 design of columns \u2013 short and long columns \u2013 axial and eccentric loading \u2013 built up columns \u2013 moment resisting connections \u2013 lacing and battening \u2013 column bases, slab base and gusseted base .<br><strong>Module III (13 hours)<\/strong><br>Water tanks \u2013 Rectangular steel tanks, Cylindrical tanks with hemispherical bottom \u2013 connections \u2013 Design of supporting towers.<br><strong>Module IV (13 hours)<\/strong><br>Roof elements \u2013 design of roof purlins and trusses for D.L, L.L and W.L \u2013 angular and tubular sections. Gantry girders \u2013 loading considerations \u2013 maximum load effects \u2013 fatigue effects \u2013 design of gantry girder.<\/p>\n\n\n\n<p><strong>Reference Books<\/strong><br>1. Relevant IS Codes<br>2.&nbsp;<a href=\"https:\/\/itgeeks.in\/home\/?p=388\">N. Subramanian \u2013 Design of Steel Structures, OXFORD.<\/a><br>3. Ramchandra &amp; Gehlot\u2013 Limit state Design of Steel Structures<br>4. Gaylord &amp; Gaylord \u2013 Design of Steel Structures, Tata McGraw-Hill.<br>5. <a href=\"https:\/\/itgeeks.in\/home\/?p=390\">B.C.Punmia \u2013 Design of Steel Structures, Laxmi Publications.&nbsp;&nbsp;<\/a><\/p>\n\n\n\n<div class=\"wp-block-buttons is-layout-flex wp-block-buttons-is-layout-flex\">\n<div class=\"wp-block-button\"><a class=\"wp-block-button__link\" href=\"https:\/\/itgeeks.in\/home\/?p=202\">S7 Question Papers<\/a><\/div>\n<\/div>\n","protected":false},"excerpt":{"rendered":"<p>Module I (13 hours)Loading standards \u2013 I.S structural sections \u2013 I.S specifications \u2013 design of tension members \u2013 Bolted and<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[30,22,9,8],"tags":[7],"class_list":["post-387","post","type-post","status-publish","format-standard","hentry","category-ku-s7-ce","category-ku-syb-s7","category-ku-syllabus","category-syllabus","tag-kannur-university"],"_links":{"self":[{"href":"https:\/\/itgeeks.in\/home\/index.php?rest_route=\/wp\/v2\/posts\/387","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/itgeeks.in\/home\/index.php?rest_route=\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/itgeeks.in\/home\/index.php?rest_route=\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/itgeeks.in\/home\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/itgeeks.in\/home\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=387"}],"version-history":[{"count":3,"href":"https:\/\/itgeeks.in\/home\/index.php?rest_route=\/wp\/v2\/posts\/387\/revisions"}],"predecessor-version":[{"id":397,"href":"https:\/\/itgeeks.in\/home\/index.php?rest_route=\/wp\/v2\/posts\/387\/revisions\/397"}],"wp:attachment":[{"href":"https:\/\/itgeeks.in\/home\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=387"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/itgeeks.in\/home\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=387"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/itgeeks.in\/home\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=387"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}