Structural Analysis 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 Structural Analysis 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: CE403ES \u00a0 \u00a04\/1\/0\/4
\nPre Requisites: Strength of Materials \u2013I<\/p>\n
Course Objectives:<\/strong> To make the students to understand the principles of analysis of\u00a0structures subjected to static and moving loads by various methods.<\/p>\n UNIT – I\u00a0Introduction to Structures and Indeterminacy:<\/strong> Equilibrium and compatibility equations -types of supports and reactions, types of joints and equilibrium equations, Static and\u00a0kinematic indeterminacies of beams and frames. Effect of force releases like moment hinge,\u00a0shear releases, link on static indeterminacy, Relative Merits of indeterminate structures over\u00a0determinate structures.\u00a0Propped Cantilever and Fixed Beams: Types of props : Elastic and Rigid props,\u00a0Determination of – Analysis of Propped cantilever and fixed beams, including the beams with\u00a0different moments of inertia, subjected to uniformly distributed load, central point load,\u00a0eccentric point load, number of point loads, uniformly varying load, couple and combination\u00a0of loads – Shear force and Bending moment diagrams for Propped Cantilever and Fixed\u00a0Beams-Deflection of Propped cantilever and fixed beams; effect of sinking of support, effect\u00a0of rotation of a support.<\/p>\n UNIT \u2013 II\u00a0Frames:<\/strong> Classification- plane and space frames, pin jointed and rigid jointed frames. UNIT \u2013 III\u00a0Energy Theorems:<\/strong> Introduction-Strain energy in linear elastic system, expression of strain\u00a0energy due to axial load, bending moment and shear forces – Castigliano\u2019s first theorem-Unit\n
\nAnalysis of Perfect Frames: Types of frames- Perfect, Imperfect and Redundant pin jointed\u00a0frames, assumptions, transfer of load to joints from wind and other forces – Analysis of\u00a0determinate pin jointed frames using method of joints and method of sections for vertical\u00a0loads, horizontal loads and inclined loads.<\/p>\n
\nLoad Method. Deflections of simple beams and pin- jointed plane trusses.\u00a0Three Hinged Arches \u2013 Introduction \u2013 Types of Arches \u2013 Comparison between Three\u00a0hinged and Two hinged Arches. Linear Arch. Eddy\u2019s theorem. Analysis of Three hinged\u00a0arches. Normal Thrust and radial shear in an arch. Geometrical properties of parabolic and\u00a0circular arch. Three hinged circular arch at different levels. Absolute maximum bending\u00a0moment diagram for a three hinged arch.<\/p>\n