# Advanced Structural Mechanics Semester 7 (BE Fourth Year) BE Civil Engineering University of Mumbai Topics and Syllabus

University of Mumbai Syllabus For Semester 7 (BE Fourth Year) Advanced Structural Mechanics: 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 Mechanics syllabus for the academic year 2022-2023 is based on the Board's guidelines. Students should read the Semester 7 (BE Fourth Year) Advanced Structural Mechanics 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 Mechanics Syllabus pdf 2022-2023. They will also receive a complete practical syllabus for Semester 7 (BE Fourth Year) Advanced Structural Mechanics in addition to this.

CBCGS [2019 - current]
CBGS [2015 - 2018]
Old [2000 - 2014]

## University of Mumbai Semester 7 (BE Fourth Year) Advanced Structural Mechanics Revised Syllabus

University of Mumbai Semester 7 (BE Fourth Year) Advanced Structural Mechanics and their Unit wise marks distribution

### University of Mumbai Semester 7 (BE Fourth Year) Advanced Structural Mechanics Course Structure 2022-2023 With Marking Scheme

#Unit/TopicWeightage
100  Module 1
200  Module 2
300  Module 3
400  Module 4
500  Module 5
600  Module 6
700  Module 7
Total -

## Syllabus

100 Module 1
• Shear Centre for symmetrical and non-symmetrical (about both axes) thin walled open sections.
200 Module 2
• Bending of beams with large initial curvature loaded in their plane of curvature.
• Application to analysis of hooks, circular closed rings, chain links with straight length and semi-circular ends.
300 Module 3
• Beams on elastic foundation: Analysis of beams of infinite length subjected to concentrated force/moment and semi-infinite length subjected to concentrated load/moment at one end.
• Semi-infinite beam hinged at one end (origin) and subjected to UDL throughout.
400 Module 4
• Beams curved in plan: Analysis of beams loaded perpendicular to their own plane, simply supported, fixed and continuous beams.
500 Module 5
• Theories of Failure: Maximum principal stress theory, Maximum principal strain theory, Maximum shear stress theory, maximum total strain energy theory
600 Module 6
• Analysis of deep beams: Determination of deflection.
• Determination of shear correction factor for various sections rectangular solid and hollow section and circular solid and hollow section and I-section
700 Module 7
• Torsion in non-circular solid section rectangle, triangular and hexagon section