{"id":606,"date":"2016-07-25T08:02:55","date_gmt":"2016-07-25T08:02:55","guid":{"rendered":"http:\/\/www.inspirenignite.com\/jntuk\/?p=606"},"modified":"2016-08-07T14:14:11","modified_gmt":"2016-08-07T14:14:11","slug":"jntuk-b-tech-mechanics-of-solids-for-r13-batch","status":"publish","type":"post","link":"https:\/\/www.inspirenignite.com\/jntuk\/jntuk-b-tech-mechanics-of-solids-for-r13-batch\/","title":{"rendered":"JNTUK B.Tech Mechanics of Solids for R13 Batch."},"content":{"rendered":"<p>JNTUK B.Tech Mechanics of Solids gives you detail information of Mechanics of Solids R13 syllabus It will be help full to understand you complete curriculum of the year.<\/p><div class=\"a9916ad81d5189659b0bfae0b37c143c\" data-index=\"1\" style=\"float: none; margin:10px 0 10px 0; text-align:center;\">\n<ins class=\"adsbygoogle\"\r\n     style=\"display:block; text-align:center;\"\r\n     data-ad-layout=\"in-article\"\r\n     data-ad-format=\"fluid\"\r\n     data-ad-client=\"ca-pub-1181153414625576\"\r\n     data-ad-slot=\"9648548092\"><\/ins>\r\n<script>\r\n     (adsbygoogle = window.adsbygoogle || []).push({});\r\n<\/script>\n<\/div>\n\n<p><strong>Objective:<\/strong><\/p>\n<p>The students completing this course are expected to understand the basic terms like stress, strain, poissons ratio\u2026etc and different stresses induced in beams, thin cylinders, thick cylinders, columns. Further, the student shall be able to understand the shear stresses in circular shafts.<\/p>\n<p><strong>UNIT \u2013 I : Objective:<\/strong> After studying this unit student will know the basic terms like\u00a0stress, strain poissons ratio\u2026etc and stresses in bars of varying cross sections, composite bars, thermal stress in members, stresses on inclined planes with analytical approach and graphical approach, strain energy under different loadings and also problem solving techniques.<br \/>\n<strong>SIMPLE STRESSES &amp; STRAINS<\/strong> : Elasticity and plasticity \u2013 Types of stresses &amp; strains\u2013Hooke\u2019s law \u2013 stress \u2013 strain diagram for mild steel \u2013 Working stress \u2013 Factor of safety \u2013 Lateral strain, Poisson\u2019s ratio &amp; volumetric strain \u2013 Bars of varying section \u2013 composite bars \u2013 Temperature\u00a0stresses- Complex Stresses &#8211; Stresses on an inclined plane under different uniaxial and biaxial stress conditions &#8211; Principal planes and principal stresses &#8211; Mohr\u2019s circle &#8211; Relation between elastic constants, Strain energy \u2013 Resilience \u2013 Gradual, sudden, impact and shock loadings.<\/p>\n<p><strong>UNIT \u2013 II : Objective:<\/strong> After studying this unit student will know the construction of shear force diagrams and bending moment diagrams to the different loads for the different support arrangements and also problem solving techniques.<br \/>\n<strong>SHEAR FORCE AND BENDING MOMENT :<\/strong> Definition of beam \u2013 Types of beams \u2013 Concept of shear force and bending moment \u2013 S.F and B.M diagrams for cantilever, simply supported and overhanging beams\u00a0subjected to point loads, u.d.l, uniformly varying loads and combination of these loads \u2013 Point of contra flexure \u2013 Relation between S.F., B.M and rate of loading at a section of a beam.<\/p>\n<p><strong>UNIT \u2013 III : Objective:<\/strong> After studying this unit student will know the bending and shear\u00a0stress induced in the beams which are made with different cross sections like rectangular, circular, triangular, I, T angle sections and also problem solving techniques.<br \/>\n<strong>FLEXURAL STRESSES :<\/strong> Theory of simple bending \u2013 Assumptions \u2013 Derivation of bending equation: M\/ I = f\/y = E\/R Neutral axis \u2013 Determination bending stresses \u2013 section modulus of rectangular and circular sections (Solid and Hollow), I,T, Angle and Channel sections \u2013 Design of simple beam sections.<br \/>\n<strong>SHEAR STRESSES:<\/strong> Derivation of formula \u2013 Shear stress distribution across various beams sections like rectangular, circular, triangular, I, T angle sections.<\/p>\n<p><strong>UNIT \u2013 IV :\u00a0Objective<\/strong>: After studying this unit student will know how to finding slope and deflection for different support arrangements by Double integration method, Macaulay\u2019s method and Moment-Area and also problem solving techniques.<br \/>\n<strong>DEFLECTION OF BEAMS :<\/strong> Bending into a circular arc \u2013 slope, deflection and radius of curvature \u2013 Differential equation for the elastic line of a beam \u2013 Double integration and Macaulay\u2019s methods \u2013 Determination of slope and deflection for cantilever and simply supported beams subjected to point loads, &#8211; U.D.L uniformly varying load. Mohr\u2019s theorems \u2013 Moment area method \u2013 application to simple cases including overhanging beams. Brief explanation of Statically Indeterminate Beams and solution methods.<\/p>\n<p><strong>UNIT \u2013 V : Objective:<\/strong> After studying this unit student will know how a cylinder fails,\u00a0what kind of stresses induced in cylinders subjected to internal, external pressures and also problem solving techniques.<br \/>\n<strong>THIN CYLINDERS<\/strong>: Thin seamless cylindrical shells \u2013 Derivation of formula for longitudinal and circumferential stresses \u2013 hoop, longitudinal and Volumetric strains \u2013 changes in dia, and volume of thin cylinders \u2013 Riveted boiler shells \u2013 Thin spherical shells.<br \/>\n<strong>THICK CYLINDERS:<\/strong> \u2013lame\u2019s equation \u2013 cylinders subjected to inside &amp; outside pressures \u2013compound cylinders.<\/p>\n<p><strong>UNIT \u2013VI : Objective<\/strong>: After studying this unit student will know shear stresses induced\u00a0in circular shafts, discussing columns in stability point of view and columns with different end conditions.<br \/>\n<strong>TORSION:<\/strong> Introduction-Derivation- Torsion of Circular shafts- Pure Shear- Transmission of power by circular shafts, Shafts in series, Shafts in parallel.<br \/>\n<strong>COLUMNS:<\/strong> Buckling and Stability, Columns with Pinned ends, Columns with other support Conditions, Limitations of Euler\u2019s Formula, Rankine\u2019s Formula.<\/p>\n<p><strong>TEXT BOOKS<\/strong><\/p>\n<ul>\n<li>Strength of materials by Bhavikatti, Lakshmi publications.<\/li>\n<li>Solid Mechanics, by Popov.<\/li>\n<li>Mechanics of Materials by &#8211; Ferdinand P Beer, E Russell Johnston, and John T Dewolf.<\/li>\n<\/ul>\n<p><strong>REFERENCES<\/strong><\/p>\n<ul>\n<li>Strength of Materials -By Jindal, Umesh Publications.<\/li>\n<li>Analysis of structures by Vazirani and Ratwani.<\/li>\n<li>Mechanics of Structures Vol-III, by S.B.Junnarkar.<\/li>\n<li>Strength of Materials by S.Timshenko.<\/li>\n<li>Strength of Materials by Andrew Pytel and Ferdinond L. Singer Longman.<\/li>\n<\/ul>\n<p>For more information about all JNTU updates please stay connected to us on FB and don\u2019t hesitate to ask any questions in the comment.<\/p>\n<div class=\"a9916ad81d5189659b0bfae0b37c143c\" data-index=\"2\" style=\"float: none; margin:10px 0 10px 0; text-align:center;\">\n<ins class=\"adsbygoogle\"\r\n     style=\"display:block; text-align:center;\"\r\n     data-ad-layout=\"in-article\"\r\n     data-ad-format=\"fluid\"\r\n     data-ad-client=\"ca-pub-1181153414625576\"\r\n     data-ad-slot=\"8060844699\"><\/ins>\r\n<script>\r\n     (adsbygoogle = window.adsbygoogle || []).push({});\r\n<\/script>\n<\/div>\n\n<div style=\"font-size: 0px; height: 0px; line-height: 0px; margin: 0; padding: 0; clear: both;\"><\/div>","protected":false},"excerpt":{"rendered":"<p>JNTUK B.Tech Mechanics of Solids gives you detail information of Mechanics of Solids R13 syllabus It will be help full to understand you complete curriculum of the year. Objective: The [&hellip;]<\/p>\n","protected":false},"author":2259,"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":[2],"tags":[],"class_list":["post-606","post","type-post","status-publish","format-standard","hentry","category-syllabus"],"_links":{"self":[{"href":"https:\/\/www.inspirenignite.com\/jntuk\/wp-json\/wp\/v2\/posts\/606","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.inspirenignite.com\/jntuk\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.inspirenignite.com\/jntuk\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.inspirenignite.com\/jntuk\/wp-json\/wp\/v2\/users\/2259"}],"replies":[{"embeddable":true,"href":"https:\/\/www.inspirenignite.com\/jntuk\/wp-json\/wp\/v2\/comments?post=606"}],"version-history":[{"count":1,"href":"https:\/\/www.inspirenignite.com\/jntuk\/wp-json\/wp\/v2\/posts\/606\/revisions"}],"predecessor-version":[{"id":607,"href":"https:\/\/www.inspirenignite.com\/jntuk\/wp-json\/wp\/v2\/posts\/606\/revisions\/607"}],"wp:attachment":[{"href":"https:\/\/www.inspirenignite.com\/jntuk\/wp-json\/wp\/v2\/media?parent=606"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.inspirenignite.com\/jntuk\/wp-json\/wp\/v2\/categories?post=606"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.inspirenignite.com\/jntuk\/wp-json\/wp\/v2\/tags?post=606"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}