CVL403 Structural Analysis-1 PDF

**NICMAR University, Pune** +-----------+-----------+-----------+-----------+-----------+-----------+ | **CVL403* | **Structu | **L** | **T** | **P** | **C** | | * | ral | | | | | | | Analysis- | | |...

**NICMAR University, Pune** +-----------+-----------+-----------+-----------+-----------+-----------+ | **CVL403* | **Structu | **L** | **T** | **P** | **C** | | * | ral | | | | | | | Analysis- | | | | | | | 1** | | | | | +===========+===========+===========+===========+===========+===========+ | | | 3 | 1 | 0 | 4 | +-----------+-----------+-----------+-----------+-----------+-----------+ | **Course | | | | | | | Objective | | | | | | | :** | | | | | | | | | | | | | | Students | | | | | | | will | | | | | | | learn to | | | | | | | analyses | | | | | | | determina | | | | | | | te | | | | | | | beams in | | | | | | | order to | | | | | | | determine | | | | | | | the | | | | | | | stresses | | | | | | | (direct, | | | | | | | shear, | | | | | | | bending, | | | | | | | torsional | | | | | | | , | | | | | | | Principal | | | | | | | Stresses, | | | | | | | and | | | | | | | deflectio | | | | | | | n) | | | | | | | acting at | | | | | | | any given | | | | | | | location | | | | | | | along the | | | | | | | beam\'s | | | | | | | length. | | | | | | | For the | | | | | | | purpose | | | | | | | of | | | | | | | developin | | | | | | | g | | | | | | | familiari | | | | | | | ty | | | | | | | with the | | | | | | | principle | | | | | | | s | | | | | | | and | | | | | | | practices | | | | | | | of | | | | | | | building | | | | | | | structure | | | | | | |. | | | | | | +-----------+-----------+-----------+-----------+-----------+-----------+ | **Course | | | | | | | Outcomes | | | | | | | (CO):** | | | | | | | | | | | | | | The | | | | | | | students | | | | | | | will be | | | | | | | able to: | | | | | | +-----------+-----------+-----------+-----------+-----------+-----------+ | **1** | Identific | | | | | | | ation | | | | | | | and | | | | | | | classific | | | | | | | ation | | | | | | | of | | | | | | | diverse | | | | | | | structura | | | | | | | l | | | | | | | types and | | | | | | | loads, | | | | | | | laying | | | | | | | the | | | | | | | foundatio | | | | | | | n | | | | | | | for | | | | | | | structura | | | | | | | l | | | | | | | analysis | | | | | | | methodolo | | | | | | | gies. | | | | | +-----------+-----------+-----------+-----------+-----------+-----------+ | **2** | Proficien | | | | | | | cy | | | | | | | in | | | | | | | computing | | | | | | | beam | | | | | | | deflectio | | | | | | | ns | | | | | | | using | | | | | | | methods | | | | | | | like | | | | | | | Macaulay\ | | | | | | | 's | | | | | | | method | | | | | | | and | | | | | | | moment | | | | | | | area | | | | | | | method, | | | | | | | crucial | | | | | | | for | | | | | | | predictin | | | | | | | g | | | | | | | structura | | | | | | | l | | | | | | | deformati | | | | | | | ons | | | | | | | accuratel | | | | | | | y. | | | | | +-----------+-----------+-----------+-----------+-----------+-----------+ | **3** | Competenc | | | | | | | e | | | | | | | in | | | | | | | analyzing | | | | | | | fixed and | | | | | | | continuou | | | | | | | s | | | | | | | beams, | | | | | | | discernin | | | | | | | g | | | | | | | the | | | | | | | impact of | | | | | | | support | | | | | | | condition | | | | | | | s | | | | | | | and | | | | | | | moment | | | | | | | variation | | | | | | | s | | | | | | | on | | | | | | | structura | | | | | | | l | | | | | | | behavior. | | | | | +-----------+-----------+-----------+-----------+-----------+-----------+ | **4** | Understan | | | | | | | ding | | | | | | | of | | | | | | | influence | | | | | | | lines for | | | | | | | reaction, | | | | | | | bending | | | | | | | moment, | | | | | | | and | | | | | | | shearing | | | | | | | force, | | | | | | | facilitat | | | | | | | ing | | | | | | | precise | | | | | | | assessmen | | | | | | | t | | | | | | | of | | | | | | | structura | | | | | | | l | | | | | | | responses | | | | | | | under | | | | | | | various | | | | | | | loading | | | | | | | scenarios | | | | | | |. | | | | | +-----------+-----------+-----------+-----------+-----------+-----------+ | **5** | Ability | | | | | | | to | | | | | | | analyze | | | | | | | complex | | | | | | | structura | | | | | | | l | | | | | | | elements | | | | | | | like | | | | | | | three-hin | | | | | | | ged | | | | | | | arches | | | | | | | and | | | | | | | suspensio | | | | | | | n | | | | | | | bridges, | | | | | | | aiding in | | | | | | | the | | | | | | | design | | | | | | | and | | | | | | | evaluatio | | | | | | | n | | | | | | | of | | | | | | | resilient | | | | | | | infrastru | | | | | | | cture | | | | | | | systems. | | | | | +-----------+-----------+-----------+-----------+-----------+-----------+ Pre-requisites: The basics of engineering mechanics and strength of material is required. Lab/ Practical/Software/Site Visit, details: N/A **Course Contents:** +-----------------------------------+-----------------------------------+ | **Description** | **Credit Hours** | | | | | | **%** | +===================================+===================================+ | **UNIT I**: ***Introduction to | **5** | | Structural Analysis*** | | | | | | **CO1** | | +-----------------------------------+-----------------------------------+ | Types of Structures and loads, | | | Static Indeterminacy-Internal and | | | External, Kinematic | | | Indeterminacy-Beams, Determinate | | | and Indeterminate Beam, Pin | | | Jointed and Rigid jointed frames. | | +-----------------------------------+-----------------------------------+ | **UNIT II*: Deflection of | **15** | | Beams*** | | | | | | ***CO2*** | | +-----------------------------------+-----------------------------------+ | Slope and Deflection of | | | Statically Determinate | | | Beams-Macaulay's Method, Moment | | | Area Method, Conjugate Beam | | | Method. | | | | | | Deflection of beams: Relationship | | | between moment, slope and | | | deflection, Double Integration | | | Method, Macaulay's method. | | | Concept of Moment Area Method and | | | Conjugate Beam Method. | | +-----------------------------------+-----------------------------------+ | **UNIT III: *Fixed and Continuous | **15** | | Beams*** | | | | | | **CO3** | | +-----------------------------------+-----------------------------------+ | Fixed Beam: Relation between free | | | bending moment diagram and Fixed | | | bending moment diagram. | | | | | | Beams with different moment of | | | Inertia, effect of sinking of | | | support. | | | | | | Continuous Beams: Calpeyroms | | | theorem of three moments, beam | | | with diff MI, effect of sinking | | | of support. | | +-----------------------------------+-----------------------------------+ | **UNIT IV: *Rolling loads and | **15** | | Influence lines for statically | | | determinate structure*** | | | | | | **CO4** | | +-----------------------------------+-----------------------------------+ | Rolling loads and Influence lines | | | for statically determinate | | | structure for reaction, bending | | | moment and shearing force for | | | cantilever and simple and | | | compound beams. Criteria for | | | maximum bending moments and | | | maximum shearing force for simple | | | determinate beams. | | +-----------------------------------+-----------------------------------+ | **UNIT V: *Three hinged Arches*** | **10** | | | | | **CO5** | | +-----------------------------------+-----------------------------------+ | Determination of horizontal | | | thrust, bending moment radial | | | shear and normal thrust, for | | | parabolic and segmental three | | | hinged arches. | | | | | | **Three hinged suspension | | | bridge:** Simple suspension | | | cable, anchor cable, suspension | | | bridge with three hinged | | | stiffening girders. Influence | | | line diagram for horizontal | | | reaction at cable support and for | | | bending moment and shearing force | | | at a given section in three | | | | | | hinged stiffening girder. | | +-----------------------------------+-----------------------------------+ Pedagogy: Students will be learning theoretical concepts through a mix of lectures, class discussions and presentations. Application of concepts in real-world scenarios and situations will be covered through a judicious blend of case studies, assignments, class exercises, and hand-on projects. Reading List Required T1. S.B. Junnerkar and H.J. Shah, (2015), "Mechanics of Structures-Vol II", Charotar Publishing House T2. B.C.Punmia, Ashok kumar Jain and Arun Kumar Jain, (2017), "Theory of Structures", Laxmi Publications (P) Ltd. T3. Dr. Sandhu Singh (2013), "Strength of Materials", Khanna Publishers T4. Dr. R.K.Bansal (2018), "Strength of Materials",Laxmi Publications (P) Ltd. Recommended R1. Theory of Structures by S. Ramamrutham and R. Narayan, Dhanpat Rai Publication R2. Theory of Structures - Timoshenko & Goodier - McGraw Hill R3. Basic Structural Analysis - C.S. Reddy -- McGraw Hill R4. Analysis of Structures (Vol. 1 and Vol. 2): Vazirani and M.M.Ratwani **Assessment** +-------------+-------------+-------------+-------------+-------------+ | **Theory** | **Laborator | **Final | | | | | y** | Marks** | | | +=============+=============+=============+=============+=============+ | **Internal | **External* | **Internal | **External* | | | Examination | * | Examination | * | | | ** | | ** | | | | | **examinati | | **Examinati | | | | on** | | on** | | +-------------+-------------+-------------+-------------+-------------+ | **50** | **50** | **-** | **-** | **100** | +-------------+-------------+-------------+-------------+-------------+