{"product_id":"9789355855510","title":"ENGINEERING MECHANICS K Scheme (II - Mech. \/Civil\/Auto.\/Prod.- 312312)","description":"\u003cp\u003eSyllabus \tEngineering Mechanics - (312312)  Learning Scheme\t    Credits\tAssessment Scheme Actual Contact Hrs.\/Week\t   SLH\t   NLH\t\t  Paper Duration\t Theory\tBased on LL \u0026amp; TL\tBased on SL\t  Total Marks  CL\t TL\t LL\t\t\t\t\t\tPractical\t\t \t\t\t\t\t\t\tFA-TH\tSA-TH\tTotal\tFA-PR\tSA-PR\tSLA\t \t\t\t\t\t\t\tMax\tMax\tMax\tMin\tMax\tMin\tMax\tMin\tMax\tMin\t 3\t1\t2\t2\t8\t4\t3\t30\t70\t100\t40\t25\t10\t-\t-\t25\t10\t150  Sr. No.\tTheory Learning Outcomes(TLO's) aligned to CO's.\tLearning content mapped with Theory Learning Outcomes (TLO's) and CO's. 1.\tTLO 1.1 Identify the type of machine based on efficiency of machine. TLO 1.2 Calculate effort required and load lifted by the given simple lifting machine. TLO 1.3 Verify law machine for given loading. TLO 1.4 Determine effort required along with efficiency for given machine with varying velocity ratio.\tUnit - I \t Simple Lifting Machine (14 Marks) 1.1 Concept of simple lifting machine, load, effort, mechanical advantage, velocity ratio, efficiency of machines, reversible and non-reversible\/self locking machines. (IKS*: Hand axeas wedge, Lever in battle, Inclined Plane for loading, Pulleys to lift water in irrigation) 1.2 Concept of ideal machine and its conditions, machine friction, ideal effort, ideal load, effort lost in friction and load lost in friction, maximum mechanical advantage and maximum efficiency. 1.3 Nature of graphs : Load vs. effort, load vs. ideal effort, load vs. MA, load vs. efficiency, Law of machine and its uses. 1.4 Velocity ratios of inclined plane, Differential axle and wheel, worm and worm wheel, Single purchase and double purchase crab winch, Simple screw jack, Weston’s differential pulley block, geared pulley block, two sheave pulley block, three sheave pulley block. (Chapter - 1) 2.\tTLO 2.1 Describe the characteristics of force. TLO 2.2 Calculate the moment of given forces in a \tforce system. TLO 2.3 Suggest the suitable law for the analysis of \tgiven force system. TLO 2.4 Determine the components of given force. TLO 2.5 Calculate the resultant force of given \tforce system analytically. TLO 2.6 Calculate the resultant force of given force \tsystem graphically. \tUnit - II \t  Analysis of Forces (18 Marks) 2.1 Introduction of Mechanics : Engineering Mechanics, Statics,       Dynamics, Kinetics, Kinematics, concept of rigid body, Force :       definition, unit, graphical representation, Bow’s notation,        characteristics, Types of force system. 2.2 Moment of force : Definition, unit, sign conventions, couple       and its properties. 2.3 Law related to forces : Law of transmissibility of force, Law of       polygon of forces, Varignon’s theorem of moments, Law of        moment, Law of parallelogram of forces. (IKS*:Weighing scale        in Mohenjodaro, Harappa) 2.4 Resolution of coplanar forces : orthogonal and non orthogonal        components of a force. 2.5 Composition of coplanar forces using analytical method.        Resultant of collinear, concurrent and non-concurrent force        system. 2.6 Composition of coplanar forces using graphical method.        Resultant of concurrent force system and parallel force system         consisting of maximum four forces only.  (Chapter - 2) 3.\tTLO 3.1 Draw the Free Body Diagram  for given \tloading in given situation. TLO 3.2 Determine the equilibrant of the given \tconcurrent  force system. TLO 3.3 Use Lami’s theorem to determine the \tunknown forces causing equilibrium for \tgiven practical situation. TLO 3.4 Identify the type of beam in a given \tstructure. TLO 3.5 Determine reactions in the given type of \tbeam analytically.\tUnit - III   Equilibrium of Forces (14 Marks) 3.1 Equilibrium and its conditions. 3.2 Equilibrant and relation with resultant, Equilibrant of        concurrent force system. 3.3 Lami’s Theorem and its applications, Concept of Free body        diagram, (Problems unknown not more than two.) 3.4 Types of supports : fixed, simple, hinged, roller and fixed, Types        of beams : cantilever, simply supported, overhanging, continuous        and fixed. Types of loads : vertical and inclined point load,        uniformly distributed load. 3.5 Determination of Beam reactions using analytical method for       cantilever simply supported and over hanging beam subjected        to vertical load, inclined load and uniformly distributed load        (combination of any two types).  (Chapter - 3) 4.\tTLO 4.1 Determine friction force along with \tcoefficient of friction for the given \tcondition. TLO 4.2 Describe the conditions for friction for the \tgive situation. TLO 4.3 Determine friction force in the given \tsituation. TLO 4.4 Draw free body diagram for showing \tforces acting on a ladder under given \tcondition.\tUnit - IV   Friction of Forces (12 Marks) 4.1 Friction and its relevance in engineering, types and laws of        friction, limiting equilibrium, limiting friction, co-efficient of        friction, angle of friction, angle of repose, and their relationship. 4.2 Equilibrium of bodies on level surface subjected to force parallel       to plane and inclined to plane. 4.3 Equilibrium of bodies on inclined plane subjected to force parallel       to the plane only. 4.4 Forces acting on ladder (only free body diagram, no numerical).       (Chapter - 4) 5.\tTLO 5.1 Determine the centroid of given plane \tfigure. TLO 5.2 Determine the centroid of given \tcomposite figure. TLO 5.3 Determine center of gravity of given solid. TLO 5.4 Determine Centre of gravity of the given \tcomposite solid. \tUnit - V   Centroid and Centre of Gravity (12 Marks) 5.1 Centroid of geometrical plane figures : square, rectangle, triangle,       circle, semi-circle, quarter circle(IKS* : Archery arrowheads in        Ramayana, Arch in archeological structures such as Mahal,         Gol Gumbaz). 5.2 Centroid of composite figures such as I, L, C, T, Z sections        (not more than three simple figures). 5.3 Centre of Gravity of simple solids : cube, cuboid, cylinder, cone,        sphere and hemisphere (no hollow solids). 5.4 Centre of Gravity of composite solids composed of not more than        two simple solids.   (Chapter - 5)\u003c\/p\u003e","brand":"Technical Publications","offers":[{"title":"Default Title","offer_id":48024571019556,"sku":"9789355855510","price":236.0,"currency_code":"INR","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0671\/3661\/8788\/files\/9789355855510_1.jpg?v=1707204585","url":"https:\/\/bookstation.in\/mr\/products\/9789355855510","provider":"BookStation","version":"1.0","type":"link"}