BCV401 VTU Notes : Master structural mechanics with our BCV401 Analysis of Structures notes. Explore slope-deflection, moment distribution, and matrix methods for the 2022 Scheme at the all-new vtubuddy.in student resource portal.
BCV401 VTU Notes : Master structural mechanics with our BCV401 Analysis of Structures notes. Explore slope-deflection, moment distribution, and matrix methods for the 2022 Scheme at the all-new vtubuddy.in student resource portal.
Introduction and Analysis of Plane Trusses: Structural forms, Conditions of equilibrium, Compatibility conditions, Degree of freedom, Linear and nonlinear analysis, Static and kinematic indeterminacies of structural systems, Types of trusses, Assumptions in analysis, Analysis of determinate trusses by method of joints and method of sections.
DEFLECTION OF BEAMS: Moment area method: Derivation, Mohr’s theorems, sign convention; Application of moment area method to determinate prismatic beams, beams of varying cross section; Use of moment diagram by parts. Strain Energy: Principle of virtual displacements, Principle of virtual forces, Strain energy and complimentary energy, Strain energy due to axial force, bending, shear and torsion (No numerical). Castigliano’s theorems, application of Castigliano’s theorems to calculate deflection of beams, trusses and frames (No numerical on unit load method).
Arches and Cable Structures: Three hinged parabolic arches with supports at the same and different levels. Determination of normal thrust, radial shear and bending moment. Analysis of cables under point loads and UDL. Length of cables for supports at same and at different levels- Stiffening trusses for suspension cables.
Slope Deflection Method: Introduction, sign convention, development of slope deflection equation; Analysis of continuous beams including settlement of supports; Analysis of orthogonal rigid plane frames including sway frames with kinematic indeterminacy up to 3
Moment Distribution Method: Introduction, Definition of terms, Development of method, Analysis of continuous beams with support yielding, Analysis of orthogonal rigid plane frames including sway frames with kinematic indeterminacy up to 3
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