Strength of Material – II Detailed Syllabus for B.Tech second year second sem is covered here. This gives the details about credits, number of hours and other details along with reference books for the course.<\/p>\n
The detailed syllabus for Strength of Material – II B.Tech 2016-2017 (R16) \u00a0second year second sem is as follows.<\/p>\n
B.Tech. II Year II Sem. \u00a0 \u00a0L\/T\/P\/C
\nCourse Code: CE401ES \u00a0 \u00a0 3\/1\/0\/3
\nPre Requisites: Strength of Materials – I<\/p>\n
Course Objectives:<\/strong> Study of the subject provides the understanding of principal stress,\u00a0strains, springs, columns, and structures.<\/p>\n Course Outcomes<\/strong>: At the end of the course, the student will be able to<\/p>\n UNIT \u2013 I\u00a0Torsion of Circular Shafts:<\/strong> Theory of pure torsion \u2013 Derivation of Torsion equations : T\/J =\u00a0q\/r = N\u03b8\/L \u2013 Assumptions made in the theory of pure torsion \u2013 Torsional moment of\u00a0resistance \u2013 Polar section modulus \u2013 Power transmitted by shafts \u2013 Combined bending and\u00a0torsion and end thrust \u2013 Design of shafts according to theories of failure.\u00a0Springs: Introduction \u2013 Types of springs \u2013 deflection of close and open coiled helical springs\u00a0under axial pull and axial couple \u2013 springs in series and parallel \u2013 Carriage or leaf springs.<\/p>\n UNIT \u2013 II\u00a0Columns and Struts:<\/strong> Introduction \u2013 Types of columns \u2013 Short, medium and long columns \u2013\u00a0Axially loaded compression members \u2013 Crushing load \u2013 Euler\u2019s theorem for long columns assumptions-\u00a0derivation of Euler\u2019s critical load formulae for various end conditions \u2013\u00a0Equivalent length of a column \u2013 slenderness ratio \u2013 Euler\u2019s critical stress \u2013 Limitations of\u00a0Euler\u2019s theory \u2013 Rankine \u2013 Gordon formula \u2013 Long columns subjected to eccentric loading \u2013\u00a0Secant formula \u2013 Empirical formulae \u2013 Straight line formula \u2013 Prof. Perry\u2019s formula.\u00a0Beam Columns: Laterally loaded struts \u2013 subjected to uniformly distributed and\u00a0concentrated loads \u2013 Maximum B.M. and stress due to transverse and lateral loading.<\/p>\n UNIT – III\u00a0Direct and Bending Stresses:<\/strong> Stresses under the combined action of direct loading and\n
\nbending moment, core of a section \u2013 determination of stresses in the case of chimneys,\u00a0retaining walls and dams \u2013 conditions for stability \u2013 stresses due to direct loading and\u00a0bending moment about both axis.
\nBeams Curved In Plan: Introduction \u2013 circular beams loaded uniformly and supported on\u00a0symmetrically placed Columns \u2013 Semi-circular beam simply-supported on three equally\u00a0spaced supports.<\/p>\n