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Structural Analysis 1 Semester 4 (SE Second Year) BE Civil Engineering University of Mumbai Topics and Syllabus

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University of Mumbai Syllabus For Semester 4 (SE Second Year) Structural Analysis 1: Knowing the Syllabus is very important for the students of Semester 4 (SE Second Year). Shaalaa has also provided a list of topics that every student needs to understand.

The University of Mumbai Semester 4 (SE Second Year) Structural Analysis 1 syllabus for the academic year 2021-2022 is based on the Board's guidelines. Students should read the Semester 4 (SE Second Year) Structural Analysis 1 Syllabus to learn about the subject's subjects and subtopics.

Students will discover the unit names, chapters under each unit, and subtopics under each chapter in the University of Mumbai Semester 4 (SE Second Year) Structural Analysis 1 Syllabus pdf 2021-2022. They will also receive a complete practical syllabus for Semester 4 (SE Second Year) Structural Analysis 1 in addition to this.

CBCGS [2017 - current]
CBGS [2013 - 2016]
Old [2000 - 2012]
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Syllabus

C Axial Force, Shear Force and Bending Moment
  • Axial force, shear force and bending moment diagrams for statically determinate frames with and without internal hinges.
CC General Theorems and Its Application to Simple Structures
  • Theorems related to elastic structures, types of strain energy in elastic structures, complementary energy, principle of virtual work, Betti’s and Maxwell’s reciprocal theorems, Castigliano’s first theorem, principle of superposition.
  • Application of Energy Approach to evaluate deflection in simple structures such as simple beams, portal frame, bent and arch type structures, etc.
CCC Deflection of Statically Determinate Structures Using Geometrical Methods
  • Deflection of cantilever, simply supported and overhanging beams for different types of loadings using-Integration Approach including Double Integration method and Macaulay’s Method, Geometrical Methods including Moment area method and Conjugate beam method.
CD Deflection of Statically Determinate Structures Using Methods Based on Energy Principle
401 Application of Unit Load Method (Virtual Work Method/ Dummy Load Method)
  • Application of Unit Load Method (Virtual Work Method/ Dummy Load Method) for finding out slope and deflection in beams.
  • Application of Strain Energy Concept and Castigliano’s Theorem for finding out deflection in such structures.
402 Application of Unit Load Method (Virtual Work Method)
  • Application of Unit Load Method (Virtual Work Method) for finding out deflection of rigid jointed frames.
  • Application of Strain Energy Concept and Castigliano’s Theorem for finding out deflection in such frames.
403 Application of Unit Load Method
  • Application of Unit Load Method (Virtual Work Method/ Dummy Load Method) for finding out deflection in pin jointed frames (trusses).
  • Application of Strain Energy Concept and Castigliano’s Theorem for finding out deflection in trusses.
D Rolling Load and Influence Lines for Statically Determinate Structures
  • Influence lines for cantilever, simply supported, overhanging beams and pin jointed truss including warren truss, criteria for maximum shear force and bending moment, absolute maximum shear force and bending moment under moving loads (UDL and Series of point loads) for simply supported girder.
DC Elastic Arches
  • Determination of normal thrust, radial shear and bending moment for parabolic and circular (semi/segmental) three hinged arches, Influence lines for normal thrust, radial shear and bending moment for three hinged parabolic arch.
DCC Cables, Suspension Bridges and Three Hinged Stiffening Girder
  • Simple suspension cable, different geometries of cables, minimum and maximum tension in the cable supported at same/different levels, anchor cable, suspension cable with three hinged stiffening girder.
DCCC Struts
  • Struts subjected to eccentric loads, Secant formula, Perry’s formula, struts with initial curvature, laterally loaded strut (beam-column).
CM Unsymmetrical Bending
  • Product of inertia, principal moment of inertia, flexural stresses due to bending in two planes for symmetrical sections, bending of unsymmetrical sections.
M Shear Centre
  • Shear centre for thin walled sections such as channel, tee, angle section and Isection.
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