University of Mumbai Syllabus For Semester 7 (BE Fourth Year) Advanced Structural Analysis: Knowing the Syllabus is very important for the students of Semester 7 (BE Fourth Year). Shaalaa has also provided a list of topics that every student needs to understand.
The University of Mumbai Semester 7 (BE Fourth Year) Advanced Structural Analysis syllabus for the academic year 2021-2022 is based on the Board's guidelines. Students should read the Semester 7 (BE Fourth Year) Advanced Structural Analysis 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 7 (BE Fourth Year) Advanced Structural Analysis Syllabus pdf 2021-2022. They will also receive a complete practical syllabus for Semester 7 (BE Fourth Year) Advanced Structural Analysis in addition to this.
University of Mumbai Semester 7 (BE Fourth Year) Advanced Structural Analysis Revised Syllabus
University of Mumbai Semester 7 (BE Fourth Year) Advanced Structural Analysis and their Unit wise marks distribution
University of Mumbai Semester 7 (BE Fourth Year) Advanced Structural Analysis Course Structure 2021-2022 With Marking Scheme
Syllabus
- Basic concepts of stiffness coefficients,
- member stiffness matrix for beam,
- member stiffness matrix for plane truss,
- member stiffness matrix for rigid jointed plane frame,
- member stiffness matrix for plane grid and of space frame
- Properties of stiffness matrix,
- co-ordinate transformation matrix,
- stiffness matrix in local and global co-ordinate axes system,
- assemblage of structural stiffness matrix and application of boundary conditions
- Joint loads,
- Equivalent joint loads,
- method of solution for displacements and computation of internal forces in members
- Application of stiffness method to beams,
- pin jointed trusses,
- rigid jointed plane frames and simple plane grid structures
- Symmetrical structure, Symmetric and anti-symmetric loads, Modification of stiffness and carryover factors for symmetric and anti-symmetric loads both for sway and non-sway cases for frames with different support conditions.
- Application to frames involving side sways
- Fundamental equation of Kani’s method, frames with side sway and without sway
- Review of concepts of flexibility coefficients, Flexibility member matrix for beam, member flexibility matrix for plane truss, member flexibility matrix for rigid jointed plane frame, member flexibility matrix for plane grid and of space frame.
- Selection of primary structure, concepts of flexibility matrix, compatibility equation, solution for redundant forces, computational of internal forces, and joint displacement.
- Application to pin jointed trusses and rigid jointed plane frames for different loading including the effect of settlement of support, temperature changes and elastic supports.
Elastic Center Method and its application to rectangular box, rigid jointed portal frames and fixed arches
- Column Analogy Method and its application to analysis of nonprismatic beams,
- simple rectangular frames,
- determination of stiffness coefficients and carry over factors for non-prismatic beam members
- Muller Breslau‘s Principle for drawing influence line diagrams for statically indeterminate structures. Influence Lines Diagrams for propped cantilevers, fixed beams and continuous beams.
- Approximate method for gravity loads: Substitute frame method and equivalent frames.
- Aproxipmate method for lateral loads Portal and cantilever method.
- Plastic Analysis of Steel Structures
